ASC STEEL DECK
A DIVISION OF ASC PROFILES, INC. 2110 ENTERPRISE BLVD.
WEST SACRAMENTO, CA 95691 (800) 360-2477
www.ascprofiles.com STEEL ROOF DECK
CSI Section:
05 30 00 Metal Decking
05 31 00 Steel Decking
05 31 23 Steel Roof Decking

RECOGNITION

The ASC Profiles Steel Roof Decks recognized in this report have been evaluated for use as horizontal or sloped roof decks. The structural properties of the ASC Profiles Steel Roof Decks were evaluated for compliance with the following codes:

2018, 2015, 2012, and 2009 International Building Code® (IBC)
2019 and 2016 California Building Code (CBC) – Attached supplement
2017 City of Los Angeles Building Code (LABC) and 2017 City of Los Angeles Residential Code (LARC) – Attached supplement

LIMITATIONS

Use of the ASC Profiles Steel Roof Decks recognized in this report is subject to the following limitations:

Special Inspections are required in accordance with 2018, 2015 and 2012 IBC Section 1705.2 or 2009 IBC Section 1704.3, Steel Construction. Under the 2015 IBC, special inspections and qualification of welding special inspectors shall be in accordance with the quality assurance inspection requirements of SDI QA/QC.

Structural Observation is required in accordance with 2018 and 2015 IBC Section 1704.6, 2012 IBC Section 1704.5, or 2009 and 2006 IBC Section 1710.

Fatigue loads, fire-resistance ratings, and acoustical performance are beyond the scope of this report. The steel decks shall not be used in conditions subject to loads that are

Building Official in accordance with AISI S100 Chapter G.
(AISI S100-16w/S1-18 Chapter M)
Out-of-Plane loads: Uniform out-of-plane load capacities and reactions at supports may be selected from the tables in this report. For out-of-plane loads exceeding the scope of the tables such as point loads, line loads, distributed concentrated loads, and skip loading conditions the following shall be considered.

Out-of-plane load capacities that fall outside the uniform load tables described in Section 3.2 of this report shall be determined by a registered design professional and submitted to the Building Official for approval. The calculations shall be based on principles of engineering mechanics, section properties for the steel deck panel, and applicable load or load combinations.

Reactions at supports and at concentrated loads resulting in load conditions that fall outside the scope of the uniform reactions tables in Section 3.2 of this report, shall be determined by a registered design professional and submitted to the Building Official for approval. The calculations shall be based on principles of engineering mechanics, web crippling capacities for multi-web steel decks in accordance with the AISI S100, the panel geometry presented in the reactions tables in this report, and applicable load combinations. Load distribution devices such as plates or bars may be required to distribute concentrated loads across the webs of the steel deck to support concentrated loads on the steel deck or hanging from the steel deck.

All attachments to the underside of riveted cellular deck and Acustadeck for the support of suspended items shall be made at low flute locations only. The design professional is responsible for verifying that the connection to the low flute material has sufficient capacity to resist the suspended load.

The use of the Steel Decks for vertical diaphragms (shear walls) is beyond the scope of this report.

Acustadek® Options: Distributed loads for spans and deflection limits exceeding the Acustadek® load tables shall be permitted based on section properties presented in the tables of this report and where calculations based on equations of engineering mechanics are submitted by the registered design professional and approved by the Building Official.

predominately cyclic in nature unless a registered design professional submits substantiating calculations to the

shear capacity compared to the non-perforated version of the deck profile.

The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material, design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety.

Copyright © 2019 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-4IESRPT • Fax: 909.472.4171 web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, California 91761-2816 – USA
Page 1 of 269

Total Perforation Acustadek®: The diaphragm shear for total perforated profile, designated “AT”, has a reduced

Diaphragm allowable shear, qa, and factored shear, qf, for the non-perforated version of the profile shall be reduced by 15 percent (0.85qa and 0.85qf) for the AT profile. The diaphragm flexibility is the same as the non-perforated profile.

Web Perforated Acustadek®: The web perforated profile, designated by “AW”, has the same shear and flexibility as the non-perforated version of the deck profile.

Cellular Acustadek®: The diaphragm and shear flexibility for the flat sheet cellular profile designated “A”, are the same as the non-perforated version of the deck profile.

Non-cellular and Acustadek decks are produced in Fontana California and West Sacramento, California. Cellular decks are assembled in West Sacramento, California.

PRODUCT USE

General: The ASC Profiles Steel Decks are steel deck panels for use as horizontal or sloped roof decks. The decks comply with requirements in IBC Section 2210.1 and 2210.1.1.2. Supporting structural members shall be steel materials complying with AISC 360 or AISI S100.

Out-of-Plane Loads: Steel decks may resist out-of- plane loads and in-plane loads as specified in Tables 7, 13, 15, 19, 22, 24, 26, 28, 31, 34, 36, 40, 42, 45, 47, 50, 52, 57, 59, 63, and 65 of this report. Out-of-plane loads include vertical seismic effects, inward loads due to gravity and wind, and outward loads such as wind. In-plane loads include diaphragm shear and axial compression parallel to the flutes.

In accordance with ANSI/SDI RD, Standard for Steel Roof Deck, Steel Roof Decks shall be anchored to resist the required net uplift forces, but not less than the following Allowable Stress Design values:
45 pounds per square foot (2.15 kPa) for eave overhang.
30 pounds per square foot (1.44 kPa) for all other roof areas.

Deflections resulting from out-of-plane load shall comply with Section 1604.3 of the IBC.

In addition to the loads specified in IBC Chapter 16, deck shall be evaluated for strength under the following minimum construction and maintenance load combinations:

Allowable Strength Design
wdd + Plc	(Eq. 1)

Where:

wdd =	weight of steel deck, psf (kPa)
Plc = concentrated construction and maintenance live load per unit width of deck section; minimum pounds on a 1-foot width (2.92 kN on a 1-meter width)

Load and Resistance Factor Design
1.2 wdd + 1.4 Plc	(Eq. 2)
In addition to the service loads specified in IBC Chapter 16, cantilever spans shall be evaluated for strength under the following minimum construction and maintenance load combinations:
Allowable Strength Design
wdd  + wlcc + Plc	(Eq. 3) Where:
wdd =	weight of steel deck, psf (kPa)
wlcc = uniform construction live load applied to cantilever span and adjacent span, minimum 10 psf (0.48 kPa)

Plc = concentrated  construction  and  maintenance  live  load per unit width of deck section; minimum 200 pounds on a 1-foot width (2.92 kN on a 1-meter width), applied at the end of the cantilever

Load and Resistance Factor Design
1.2 wdd + 1.6 wlcc + 1.4 Plc	(Eq. 4)
Diaphragm Size: When steel deck panels are used as the stressed skin shear carrying element of a horizontal or sloped diaphragm as defined in Section 202 of the 2018 IBC or Section 1602 of the 2015, 2012, and 2009 IBC, the diaphragm length and width shall be limited by one of the following:

engineering mechanics 2) the applied loads, 3) shear capacity of the diaphragm, 4) the diaphragm shear deflection limited by the requirements of ASCE 7 in Sections 12.8.6 titled, “Story Drift Determination” and 12.12 titled, “Drift and Deformation”. The shear deflection shall be based on the shear stiffness for the steel deck diaphragm, stiffness or flexibility factors for the diaphragm, and equations of mechanics. Common shear deflection equations as shown in Figure 2B of this report may be used.

Diaphragm Deflection: The web diaphragm deflection equations in Figure 2B of this report provide an aid to the designer. The total diaphragm deflection is comprised of both the flexural and shear deflection. Beam theory may be used to determine the flexural deflection for diaphragm with an

aspect ratio of depth to width large enough to justify the use of beam theory.

Partial Panels, Openings, Holes, or Penetrations Through Steel Deck: Partial Panels, Openings, Holes, or Penetrations through the diaphragm shall require a registered design professional to submit design calculations and opening details to the Building Official for approval based on principles of mechanics. For lateral force resisting systems, the calculations shall consider the effects of the partial panels, openings, holes, or penetrations on the overall strength and stiffness of the diaphragm.

Installation of Steel Deck: Installation methods and sequencing of steel deck erection is the responsibility of the contractor(s) performing installation of the steel deck. Methods shall be in accordance with the SDI Manual of Construction. Supporting steel members shall be of materials complying with the requirements of AISC 360.

PRODUCT DESCRIPTION

Product Information: All decks are fluted sections cold-formed from steel sheets. Galvanized decks are manufactured from ASTM A653 SS minimum Grade 40 steel for B decks and minimum Grade 50 steel for the N decks. Prime painted steel decks are manufactured from ASTM A1008 SS Grade 40 and 50 steels. In accordance with ANSI/SDI RD1.0, the steel deck finish shall be galvanized or primer painted bare steel. In high moisture atmospheres G60 (Z180) or G90 (Z275) galvanized coating is available. In highly corrosive or chemical atmospheres or where reactive materials could be in contact with the steel deck, special care in specifying the finish shall be considered with the finish selected by the registered design professional. All fasteners exposed to weather shall be corrosion-resistant or protected to prevent corrosion. Corrosion-resistant fasteners may be stainless steel, galvanized, or covered by corrosion-resistant paint, sealant, or a stainless-steel sealing cap.

Roof Deck (Non-Cellular): Standard non-cellular roof deck types are DGB-36, B-36, DGN-32, NN-32, 4.5-inch- deep deck (4.5D-12), 6-inch-deep deck, (6D-12), 7½-inch- deep deck (7.5D-12), DG2WH-36, DG3WxH-36, C0.9-32 and C1.4-32/CP-32 form decks. Steel Roof Deck profile types DGB-36, DG2WH-36, DG3WxH-36, and DGN-32 have a standing seam interlock for the DeltaGrip™ side seam connection. NN-32 deck has a nestable side lap for a self- drilling screw side seam connection.

Roof Deck (Cellular): The “F” designator in the profile name is used to indicate cellular roof decks (e.g. DGBF-36). The cellular profiles included in this report are DGBF-36, DGNF-32, BF-36, 4.5DF-24, 6DF-24, 7.5DF-24, DG2WHF- 36, and DG3WxHF-36. Cellular decks have a top fluted section joined by resistance welds or rivets to the bottom

sheet. The top fluted section is referred to as the beam and the bottom flat section is referred to as the flat pan. Standing seam side lap connections are formed on the pan. The first number (XX/xx) in the gauge combination refers to the top fluted beam section and the second (xx/XX) number refers to the bottom flat pan section. The decimal thickness is present with the first thickness (0.XXXX/0.xxx) of the beam and the second thickness (0.xxxx/0.XXX) of the pan.

Acustadek®: Acustadek® profiles are roof decks with perforations designated by the suffix “AW” for web perforation, “AT” for total perforation, and “A” for cellular deck pan perforation (e.g. DBG-36AW, DGBF-36A, and N- 32AT). The Acustadek® profiles included in this report are DGB-36AW, DGB-36AT, DGBF-36A, DGN-32AW, DGN- 32AT, DGNF-32A, N-32AW, N-32AT, 4.5D-12A, 6D-12A, 7.5D-12A, 4.5DF-24A, 6DF-24A, 7.5DF-24A, 2WH-36A, and 3WxH-36A. Additional details are given in Figures 18 to 23 of this report.

Roof Deck Connections

DeltaGrip™: The DeltaGrip™ side seam attachment system is designated by decks having the “DG” prefix. A DeltaGrip™ seam attachment is comprised of three 3/8-inch- wide (9.5 mm) 60-degree triangular tabs punching through and engaging all three layers of the standing seam side lap of the steel deck.

Self-Drilling Screws: Self-drilling screws may be used to attach steel deck panels to supporting members and to attach the side laps of nestable steel deck. The screws shall be in conformance with Table 3 of this report and manufactured in accordance with ASME J78 and have a galvanized finish. All fasteners shall have a valid, current Evaluation Report issued by an approved and accredited evaluation service.

Welds: Arc spot and arc seam welds may be used to connect the steel deck to steel supporting members in accordance with AWS D1.3 and Table 2 of this report. The weld filler metal shall be designated as a minimum of 60 ksi (413.7 MPa).

Power Actuated Fasteners: Mechanical power- actuated fasteners may be used to connect the steel deck to steel supports. Acceptable manufacturers are Hilti, Inc., and Pneutek Inc. The fasteners shall comply with details in Table 3 of this report and be described in a current evaluation report issued by an approved and accredited evaluation service.

5.0 IDENTIFICATION

The product is to be identified with a visible label on each bundle of panels. The label includes the manufacturer’s name and address, roof deck type, ASTM steel specification, steel gauge, IAPMO Uniform ES Mark of Conformity, and the evaluation report number (ER-161). Either Mark of Conformity may be used as shown below:

or
IAPMO UES ER-161

6.0 SUBSTANTIATING DATA
Data in accordance with IAPMO-ES EC 007-2019, Evaluation Criteria for Steel Composite, Non-Composite and Roof Deck Construction. Test results are from laboratories in compliance with ISO/IEC 17025.

7.0 STATEMENT OF RECOGNITION

This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on ASC Profiles Steel Decks to assess their conformance to the codes shown in Section 1.0 of this report and serves as documentation of the product’s certification. ASC Profiles Steel Roof Decks are manufactured at the locations noted in Section 2.7 of this report under a quality control program with periodic inspections under the supervision of IAPMO UES.

Brian Gerber, P.E., S.E.

Vice President, Technical Operations Uniform Evaluation Service
Richard Beck, PE, CBO, MCP

Vice President, Uniform Evaluation Service

GP Russ Chaney CEO, The IAPMO Group

For additional information about this evaluation report please visit www.uniform-es.org or email at us info@uniform-es.org

General Notes for Tables
Section Properties	9
Out-of-Plane Load Tables	10
Figure 1 Inward Uniform Distributed Load	10
Allowable and Factored Reactions Table	11
Figure 2A Web Crippling Bearing Length and Support Condition	11
Diaphragm Shear and Flexibility Tables	12
Table 1 Factors from Table D5 of the 2007 North American Specification
For the Design of Cold-Formed Steel Structural Members	12
Figure 2B Diaphragm Shear Deflection Equations	14
Diaphragm Connections	15
Deck Sheet End Details	15
Figure 3 Butted Deck Condition	15
Figure 4 End Lapped Deck Condition	15
Arc Spot and Seam Welds	15
Figure 5 Arch Spot Weld	15
Figure 6 Arc Seam Weld	15
Table 2A and 2B Weld Nominal Strength	16
Screw and Power-Driven Fasteners to Supports	18
Table 3 Properties of Mechanical Fasteners	18
Figure 7 Pneutek Fastener	18
Figure 8 Self Drilling Screw	18
Figure 9 Drive Height for Hilti Nails	19
Table 4 Mechanical Fastener Nominal Strength	20
Deck Side Lap Connections	21
Figure 10 Side Lap Connection Spacing	21
Figure 11 Side Lap Screw	21
Figure 12 DeltaGrip™ Side Lap Detail	22
Acustadek® Options	22
/2” Roof Deck Profiles
DGB-36 & DGBF-36	23
Figure 13 DGB-36 Profile	23
Figure 14 DGBF-36 Profile	23
Figure 15 DGB-36 & DGBF-36 Attachment Patterns	23
Figure 16 36/7/4 Attachment Pattern	23
Table 5 DGB-36 Properties	24
Table 6 DGB-36 & DGBF-36 Reactions at Supports	24
Table 7 DGB-36 Out-of-Plane Capacities	25
Table 8 DGBF-36 Properties	27
Table 9 Out-of-Plane Capacities	28
Table 10 DGB-36 and DGBF-36 Shear and Flexibility	33
DGB-36, B-36, BF-36 & DGBF-36 Grade 50	65
Figure 16 DGB-36, B-36 Profile & BF-36, DGBF-36 Profile	65
Table 11 DGB-36 & BN-36 Panel Properties for Grade 50 Steel	65
Table 12 DGB-36, B-36, BF-36, DGBF-36 Reactions at Supports	66
Table 13 DGB-36, BN-36, B-36, BF-36 Out-of-Plane Capacities for G50 Steel . 67 Table 14 DGBF-36 & BF-36 Panel Properties for Grade 50 Steel	69
Table 15 DGBF-36 & BF-36 Out-of-Plane Capacities for Grade 50 Steel	70
Table 16 B-36 & BF-36 Shear and Flexibility	75
Table 17 BN-36/ B-36S Shear and Flexibility	79

3” Roof Deck Profiles - DGN-32, N-32 & DGNF-32
Figure 17 DGN-32 Profile	83
Figure 18 DGNF-32	83
Figure 19 NN-32 Profile	83
Figure 20 32/5 Attachment Pattern	83
Table 18 DGN-32-36, NN-32 Properties	84
Table 19 DGN-32, NN-32 & DGNF-32 Web Crippling	84
Table 20 DGN-32, NN-32 Out-of-Plane Capacities	85
Table 21 DGNF-32 Properties	87
Table 22 DGNF-32 Out-of-Plane Capacities	88
Table 23 DGN-32 and DGNF-32 Shear and Flexibility	93
Table 24 N-32 Shear and Flexibility	108
Table 24A NN-32 Shear and Flexibility	111
4-1/2” Deep Deck Profiles- 4.5D-12, 4.5DF-24
Figure 21 4.5D-12 & 4.5DF-24 Profile	121
Table 25 4-1/2” Deep Deck Panel Properties	121
Table 26 4.5D-12 & 4.5DF-24 Reactions at Supports	122
Table 27 4.5D-12 Out-of-Plane Capacities	123
Table 28 4-1/2” Cellular Deep Deck Panel Properties	125
Table 29 4.5DF-24 Out-of-Plane Capacities	126
6” Deep Deck Profiles - 6D-12, 6DF-24
Figure 22 6D-12 & 6DF-24 Profile	131
Table 30 6” Deep Deck Panel Properties	131
Table 31 6D-12 & 6DF-24 Reactions at Supports	132
Table 32 6D-12 Out-of-Plane Capacities	133
Table 33 6” Cellular Deep Deck Panel Properties	135
Table 34 6DF-24 Out-of-Plane Capacities	136
7-1/2” Deep Deck Profiles - 7.5D-12, 7.5DF-24
Figure 23 7.5D-12 & 7.5DF-24 Profile	141
Table 35 7-1/2” Deep Deck Panel Properties	141
Table 36 7.5D-12 & 7.5DF-24 Reactions at Supports	142
Table 37 7.5D-12 & 7.5DF-24 Out-of-Plane Capacities	143
Table 38 7-1/2” Cellular Deep Deck Panel Properties	145
Table 39 7.5DF-24 Out-of-Plane Capacities	146
4-1/2”, 6” & 7-1/2” Deep Deck
Table 40 4.5D-12, 6D-12 and 7.5D-12 Shear and Flexibility	151
Table 40A 4.5DF-24, 6DF-24 and 7.5DF-24 Shear and Flexibility	153
2” Roof Deck Profiles- DG2WH-36 & DG2WHF-36
Figure 24 & 25 DG2WH-36 & DG2WHF-36Profile	159
Figure 26 36/4 Attachment Pattern	159
Table 41 DG2WH-36 Panel Properties	159
Table 42 DG2WH-36 & DG2WHF-36 Web Crippling	160
Table 43 DG2WH-36 Out-of-Plane Capacities	161
Table 44 DG2WHF-36 Panel Properties	164
Table 45 DG2WHF-36 Out-of-Plane Capacities	165
Table 46 DG2WH-36 & DG2WHF-36 Shear and Flexibility	170

3” Roof Deck Profiles - DG3WxH-36 & DG3WxHF-36
Figure 27 & Figure 28 DG3WxH-36 & DG3WxHF-36 Profile	172
Figure 29 36/4 Attachment Pattern	172
Table 47 DG3WxH-36 Panel Properties	172
Table 48 DG3WxH-36 & DG3WxHF-36 Web Crippling	173
Table 49 DG3WxH-36 Out-of-Plane Capacities	174
Table 50 DG3WxHF-36 Panel Properties	177
Table 51 DG3WxHF-36 Out-of-Plane Capacities	178
Table 52 DG3WxH-36 & DG3WxHF-36 Shear and Flexibility	183
Form Decks
C0.9-32
Figure 30 C0.9-32 Profile & Attachment Patern	185
Table 53 C0.9-32 Panel Properties	185
Table 54 C0.9-32 Reactions at Supports	186
Table 55 C0.9-32 Out –of -Plane Capacities	187
Table 56 C0.9-32 Shear and Flexibility	189
C1.4-32 /CP-32
Figure 31 C1.4-32 /CP-32Profile & Attachment Patern	195
Table 57 C1.4-32 /CP-32Panel Properties	195
Table 58 C1.4-32 /CP-32Reactions at Supports	196
Table 59 C1.4-32 /CP-32Out –of -Plane Capacities	197
Table 60 C1.4-32 /CP-32Shear and Flexibility	200
Acustadek® Options
DGB-36AW Acustadek® Web Perforation	204
Figure 32 & Figure 33 DGB-36AW Perforation Locations & Pattern	204
Table 61 DGB-36AW & B-36AW Properties	204
Table 62 DGB-36AW & B-36AW Out-of-Plane Capacities	205
DGB-36AT Acustadek® Total Perforation	207
Figure 34 & Figure 35 DGB-36AT & B-36AT Perforation Locations & Pattern . 207 Table 63 DGB-36AT & B-36AT Properties	207
Table 64 DGB-36AT & B-36AT Out-of-Plane Capacities	208
DGBF-36A & BF-36A Cellular Acustadek® Pan Perforation	210
Figure 36 & Figure 37 DGBF-36A & BF-36A Perforation Locations & Pattern . 210 Table 65 DGBF-36A & BF-36A Properties	210
Table 66 DGBF-36A & BF-36A Out-of-Plane Capacities	211
DGN-32AW Profile and Perforation Drawings	216
Figure 38 & Figure 39 DGN-32AW Perforation Locations & Pattern	215
Table 67 DGN-32AW Properties	215
Table 68 DGN-32AW Out-of-Plane Capacities	217
DGN-32AT Profile and Perforation Drawings	219
Figure 40 & Figure 41 DGN-32AT Perforation Locations & Pattern	219
Table 69 DGN-32 AT Properties	219
Table 70 DGN-32 AT Out-of-Plane Capacities	220
DGNF-32A Profile and Perforation Drawings	222
Figure 42 & Figure 43 DGNF-32A Perforation Locations & Pattern	222
Table 71 DGNF-32A Properties	222
Table 72 DGNF-32A Out-of-Plane Capacities	223
2WHF-36A Profile and Perforation Drawings	228
Figure 44 & Figure 45 2WHF-36A Perforation Locations & Pattern	228
Table 73 2WHF-36A Properties	228
Table 74 2WHF-36A Out-of-Plane Capacities	229

3WxHF-36A Profile and Perforation Drawings	234
Figure 46 & Figure 47 3WxHF-36A Perforation Locations & Pattern	234
Table 75 3WxHF-36A Properties	234
Table 76 3WxHF-36A Out-of-Plane Capacities	235
4.5D-12AW Profile and Perforation Drawings	240
Figure 48 & Figure 49 4.5D-12AW Perforation Locations & Pattern	240
Table 77 4.5D-12AW Properties	240
Table 78 4.5D-12AW Out-of-Plane Capacities	241
6D-12AW Profile and Perforation Drawings	243
Figure 50 & Figure 51 6D-12AW Perforation Locations & Pattern	243
Table 79 6D-12AW Properties	243
Table 80 6D-12AW Out-of-Plane Capacities	244
7.5D-12AW Profile and Perforation Drawings	245
Figure 52 & Figure 53 7.5D-12AW Perforation Locations & Pattern	245
Table 81 7.5D-12AW Properties	245
Table 82 7.5D-12AW Out-of-Plane Capacities	246
4.5DF-24A Profile and Perforation Drawings	249
Figure 54 & Figure 55 4.5DF-24A Perforation Locations & Pattern	249
Table 83 4.5DF-24A Properties	249
Table 84 4.5DF-24A Out-of-Plane Capacities	250
6DF-24A Profile and Perforation Drawings	255
Figure 56 & Figure 57 6DF-24A Perforation Locations & Pattern	255
Table 85 6DF-24A Properties	255
Table 86 6DF-24A Out-of-Plane Capacities	256
7.5DF-24A Profile and Perforation Drawings	261
Figure 58 & Figure 59 7.5DF-24A Perforation Locations & Pattern	261
Table 87 7.5DF-24A Properties	261
Table 88 7.5DF-24A Out-of-Plane Capacities	262

General Notes

The following sections of the general notes apply to all steel decks included in this report.

For SI: 1 inch = 25.4 mm; 1 foot = 305 mm; 1 lbf = 4.448 N; 1 psi = 6.895 MPa; 1 psf = 47.88 N/m2; 1 plf = 14.5939
N/m; 1 in2/ft = 2117 mm2/m; 1 in3/ft = 53773 mm3/m; 1 in4/ft = 1365833 mm4/m

Section Properties Tables

Section properties are calculated based on deck panel geometry and the provisions of the American Steel and Iron Institute North American Specification for the Design of Cold-Formed Steel Structural Members (S100).
For calculating the deflection of the panel subject to uniform distributed loads, the hybrid moment of inertia is equal to two times the effective moment of inertia and the gross moment of inertia divided by 3: (2Ie + Ig) /3.
The thickness presented in the table is design base steel thickness. This thickness is exclusive of metallic coatings (galvanizing) and prime paint.
Section properties for the standard DGN-32 / NN-32 profile are presented in Tables 11 and 12 of this report. The following section properties apply to non-standard base metal thickness as noted below:

DGN-32 NN-32
Gauge	

Base metal thickness	

Section Modulus Se+	

Section Modulus Se-	Effective Section Properties at Service Load	
				
Effective Moment of   Inertia Ie+	
Effective Moment of   Inertia Ie-	Uniform Load Only	

Id+	

Id-	
		in3/ft	in3/ft	in4/ft	in4/ft	in4/ft	in4/ft	
16	0.0604	0.888	0.937	1.575	1.575	1.575	1.585	
18	0.0483	0.671	0.723	1.234	1.301	1.248	1.293	
20	0.0365	0.452	0.508	0.881	0.893	0.92	0.953	
22	0.0306	0.352	0.402	0.705	0.72	0.741	0.785	

Uniform Out-of-Plane Load Tables

Figure 1: Inward Uniform Distributed Load

Inward out-of-plane uniform load tables used commonly for gravity and inward wind loads are based on equations of mechanics and the section properties presented in this report.
Outward uniform load capacities used commonly for wind uplift load shall be determined using the section properties presented in this report and equations of engineering mechanics by the registered design professional as required for a structure.
Allowable (fb/) and LRFD factored (fb) uniform distributed loads are presented in the tables based on bending capacity of the steel deck panels. Loads limited by shear or combined bending and shear are outside the scope of the uniform load tables in this report and shall be analyzed in accordance with AISI S100 Sections C3.2 and C3.3 (AISI S100-16w/S1-18 Sections G2, G3, and H2).
Loads limited by web crippling and combined bending and web crippling are outside the scope of the uniform load tables in this report. Reactions resulting from the tabulated values in the inward out-of-plane uniform load tables shall be determined by the structural design professional. The resulting reactions shall be less than the values in the reactions (at supports based on web crippling) tables of this report. In addition, combined bending and web crippling shall be analyzed in accordance with AISI S100 Section C3.5 (AISI S100-16w/S1-18 Section H3).
Service level distributed loads for deflection are presented in the tables for common deflection limits. Where no deflection load is listed, panel bending capacity governs for the span and deflection limit combination.
Limitations in Section 3.2 of this report shall be referenced for loading conditions other than uniform distributed loads.

Allowable and Factored Reactions Tables

Figure 2A: Web Crippling Bearing Length and Support Condition

The allowable (Rn/) and LRFD factored (Rn) reactions presented in the tables are in pounds per linear foot running axially along the support for a given panel bearing length on the support. This is based on the web crippling capacity of a web multiplied by the number of webs per foot.
The allowable (Rn/) and LRFD factored (Rn) web crippling strengths at supports are calculated in accordance with Section C3.4 of the North American Specifications for the Design of Cold-Formed Steel Structural Members (AISI S100) for multi-web steel panels supported by framing that supports a uniform distributed load.
Reactions exceeding, or for conditions other than a uniform distributed load shall be determined by the registered design professional in accordance with Section C3.4 of the North American Specifications for the Design of Cold-Formed Steel Structural Members (AISI S100) for multi-web steel panels and the geometric constants presented in the tables as required for the structure.
Panels shall be attached to supports with fastener patterns not less than the minimum attachment patterns shown in this report.
The cellular deck section properties listed within this report are based on a riveted beam/pan that provides more conservative design values when compared to resistance-welded cellular deck. Cellular deck designations "F" (welded) and "Fr" (riveted) can be used interchangeably.

Diaphragm Shear and Flexibility Tables
Diaphragm shears and flexibility factors shall be selected from the tables determined by the deck gauge, span, connection to support type, connection to support pattern, side lap connection type, and spacing. Linear Interpolation for shear and flexibility for spans between those listed in the tables is acceptable provided the higher value does not exceed the lower value by more than 50 percent.
For cellular decks, the diaphragm shear and flexibility shall be based on the gauge of the pan. Actual shears for cellular decks are higher and stiffer than indicated in the tables due to the combination of the pan and beam, which is not considered in this conservative approach to cellular deck shear and flexibility selection.
The fastener shall be selected for the appropriate range of support steel thicknesses. For decks that require combinations of fasteners for varying support steel thicknesses, the least strength fastener shall be used for design.
The diaphragm allowable and LRFD factored diaphragm shears presented in the tables are based on the load combination including earthquake (seismic) loading in accordance with Section D5 of the North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100). The values above and to the right of the bold line indicate plate-like buckling governs. For wind load combinations, the nominal diaphragm shear may be derived from the allowable or factored shear and the appropriate factor from Table D5 for wind loading. Eq-1 and Eq-2 of this report provide the relationship between nominal and design (allowable or LRFD) shears:

ASD	LRFD

S    Sn
a	

(Eq-1)

S f  Sn

(Eq-2)

Sa   Allowable diaphragm shear, plf Sf Factored diaphragm strength, plf Sn Nominal diaphragm strength, plf
Φ Resistance factor for LRFD, in accordance with Section D5 of the North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100)
Ω	Safety Factor for ASD, in accordance with Section D5 of the North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100)

Table 1: Factors of Safety and Resistance Factors for Diaphragms from Table D5 of the 2012 North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100)

Factors of Safety and Resistance Factors for Diaphragms	

Load Type or Combinations Including	

Connection Type1	Limit State	
		Connection Related	Panel Buckling2	
		USA and Mexico	Canada	USA and Mexico	Canada	
		Ωd	Φd	Φd	Ωd	Φd	Φd	
		(ASD)	(LRFD)	(LSD)	(ASD)	(LRFD)	(LSD)	
Earthquake	Welds	3.00	0.55	0.55	2.00	0.80	0.75	
	Screws	2.50	0.65	0.65				
Wind	Welds	2.35	0.70	0.70				
	Screws							
All Others	Welds	3.00	0.55	0.40				
	Screws	2.50	0.65	0.65				
Footnotes: 1 For power-actuated fasteners, Ωd and Φd shall be consistent with the Table D5 values for screws and results of tests.
2 Panel buckling is out-of-plane and not local buckling at fasteners.

3 Under the 2018, 2015, 2012, and 2009 IBC, Ωd (ASD) may be taken as 2.65; Φd (LRFD) as 0.60; and Φd (LSD) as 0.60.
Diaphragm boundary fastener spacing parallel to panel ribs shall not exceed the spacing determined by dividing the diaphragm shear capacity by the fastener shear strength as given by Eq-3, Eq-4, Eq-5, and Eq-6 of this report nor the spacing of interior sidelap seam fasteners. Connector shear strengths are presented in the diaphragm connections section of the general notes.

ASD	LRFD

Q   Qs
a	

(Eq-3)

Qf  Qs

(Eq-5)

s  Qa  12in	

(Eq-4)

s  Q f

12in	

(Eq-6)

Sa 

ft

S f 

ft

s	Maximum parallel fastener Spacing, in
Sa Allowable Diaphragm Shear Demand, lbs/ft Qa Allowable Fastener Strength, lbs
Sf Factored Diaphragm Shear Demand, lbs/ft Qf Factored Fastener Strength, lbs
Qs Fastener Shear Strength, lbs

At skew cut conditions, the minimum number of fasteners shall be determined based on the location of the fasteners in the ribs conforming to the perpendicular attachment schedule. The number of fasteners shall not be fewer than the required spacing for the parallel diaphragm boundary conditions on average fasteners per foot basis.
Determination of Diaphragm Shear (Web) Deflections shall be based on the flexibility factor, F, in 10-6in/lbs and equations of engineering mechanics. The flexibility factor, F, is determined by Eq-7 and Eq-8 of this report, in the following format.

Where:

F = c1+c2R or F = c1-c2R	(Eq-7)
R=Lv/L	(Eq-8)

F	Diaphragm shear flexibility, micro-inches/lbs
Lv	Support spacing of deck (vertical load span of deck), ft L	Overall length of the sheet of deck, ft
c1, c2 Constants presented in the format shown above in the diaphragm shear and flexibility tables

Figure 2B of this report provides a partial list of common configurations for determination of shear (Web) deflection using the flexibility factor, F.
B-36 roof deck is also available in 36/7 attachment pattern. The provided B deck shear tables for 36/7/4 pattern can be conservatively applied for 36/7 attachment pattern.

Figure 2B: Diaphragm Shear Deflection Equations Diaphragm In-Plane Shear (Web) Deflection Equations

Type of Loading	Loading Condition	Web Shear Deflection

wL2

Simple Beam at Center	Uniform Load, w

w  8bG'

Simple Beam at L1

Uniform Load, w

	 qave L1
w	G'

Simple Beam at center	Point Load, P

Simple Beam at 1/3 points	Point Loads, P

w 

 w 

PL

4bG'

PL

3bG'

Cantilever Beam at End	Uniform Load, w

    WL2

w	2bG'

Cantilever Beam at End	Point Load, P

    PL

w	bG'

Relations ship between the flexibility and stiffness factors

F  1000
G'

b	=	Depth of diaphragm (ft)	P	=	Concentrated load (lbs)	
F	=	Flexibility factor (micro in/lbs)	qave	=	Average diaphragm shear (lbs/ft)	
G’	=	Stiffness factor (kips/in)	w	=	Uniform load (lbs/ft)	
L	=	Diaphragm Length (ft)	Δw	=	Web deflection (in.)	
L1	=	Distance to point were deflection is calculated (ft)				

Deck Sheet End Details

Figure 3: Butted Deck Condition	Figure 4: End Lapped Deck Condition

Steel decks may be butted at supports or end-lapped. The standard end lap is a 2-inch overlap with a tolerance of ±½ inch. The minimum 1½-inch overlap (2-inch standard less ½-inch tolerance) is required. Overlaps greater than 2½ inches do not affect diaphragm performance but are more difficult to install.
The minimum edge distance for self-drilling screws and power-driven fasteners (pins/nails) is ½ inch.
The minimum edge distance for welds is ¾ inch, measured from the center of the arc spot weld and the center of the end radius of the arc seam weld.

Arc Spot and Seam Welds to Supports

Arc spot and arc seam welds to supporting members are shown in Figures 5 and 6 of this report, respectively.

Figure 5: Arc Spot Weld	Figure 6: Arc Seam Weld (weld to support)		(weld to support)

The supporting steel member shall be thicker than the thickness of the steel deck being welded to the supporting member.
Arc spot and arc seam weld nominal shear and tension nominal strength are shown in Table 2 of this report.

Table 2A: Weld Nominal Strength
Nominal Capacity for B decks (40 ksi)	

Deck Profile	

Gauge No.	Arc Spot (puddle) Weld	Arc Seam Weld	
		(½ in. effective diameter)	(⅜ in. x 1 in. effective width and length)	
		Shear (lbs)	Tensile (lbs)	Shear (lbs)	

B, DGB	22	2116	2048	3098	
	20	2955	2442	3751	
	18	4710	3207	5075	
	16	5810	3956	6452	

BF, DGBF	20/20	6886	4689	7881	
	20/18	7835	5335	9217	
	20/16	8836	6082	10714	
	18/20	7912	5387	9328	
	18/18	8836	6075	10701	
	18/16	8836	6958	12238	
	16/20	8836	6148	10827	
	16/18	8836	6958	12238	
	16/16	8836	7867	13817	

Table 2B: Weld Nominal Strength

Screw and Power-Driven Fasteners to Supports Table 3: Properties of Mechanical Fasteners
Mechanical Fasteners	
Finish	Electroplated zinc finish	
Fastener	Screw	Hilti, Inc. Nails	Pneutek, Inc. Fasteners	

Material	
SAE J78	
Hardened ASTM B 633-07, SC 1,
Type III	
Hardened ASTM A108-95	

Fastener Type	
# 12 Self Drill	
X-ENP-19 L15	
X-EDN 19 THQ 12	
X-EDNK22 THQ12	
X-HSN-24	
K66062	
K66075	
K64062	
K64075	
SDK63075	
SDK61075	
Length (in)	variable	0.937	0.827	0.960	0.960	0.625	0.750	0.625	0.750	0.750	0.750	
Diameter (in)	0.216	0.177	0.146	0.146	0.157	0.215	0.215	0.180	0.180	0.168	0.140	
Washer Diameter (in)	0.313*	0.590	0.427	0.427	0.472	n/a	n/a	n/a	n/a	n/a	n/a	
Head Diameter (in)	0.313*	n/a	n/a	n/a	n/a	0.500	0.500	0.500	0.500	0.500	0.500	
*Minimum washer or head diameter and minimum washer thickness shall be in accordance with AISI S100 Section E4.4 (AISI S100-16w/S1-18 Section J4.4), except the washer diameter shall be 0.05 inch minimum.

Approved mechanical fasteners including self-drilling screws and power-actuated fasteners (nails) are described in Table 3 of this report.
Self-drilling screws shall be installed using a suitable powered screw gun. A properly driven screw shall seat the head against the deck to ensure tight contact between the deck and supporting member as shown in Figure 8 of this report.
Pneutek, Inc. power actuated fasteners shall be installed in accordance with the manufacturer’s recommendations and installations instructions. A properly driven fastener shall seat the head against the deck to ensure tight contact between the deck and supporting member as shown in Figure 7 of this report.
Hilti, Inc. power actuated fasteners (nails) shall be installed in accordance with manufacturer’s recommendations and installations instructions. A properly driven fastener shall hold the deck tightly against the support member and have a nail head standoff within the range shown in Figure 9 of this report.

Figure 7: Pneutek Fastener	Figure 8: Self Drilling Screw

Figure 9: Drive Heights for Hilti Nails

Mechanical fastener nominal shear capacities are listed in Table 4 of this report based on steel deck gauge and supporting steel thickness. The fasteners shall be selected for the appropriate range of support steel thicknesses. For decks that require combinations of fasteners for varying support steel thicknesses the least strength fastener shall be used for design.

Table 4: Mechanical Fastener Nominal Strength
Mechanical Fasteners	
	Nominal Shear Strength (lbs)	
	40 ksi	50 ksi	
Hilti	
Pneutek	
	Screws			
Supporting Framing Steel Thickness (in.)	Min	0.036*	0.250	0.188	0.125	0.312	0.232	0.155	0.113	
	Max	0.500*	unlimited	0.375	0.250	unlimited	0.312	0.232	0.155	

Deck Profile	

Deck Gauge No.	
# 12 Self Drill	
# 12 Self Drill	
X-ENP-19 L15	
X-EDN 19 THQ 12	
X-EDNK22 THQ12 X-HSN-24	
K66062 K66075	K64062 K64075	
SDK63075	
SDK61075	

DGB, & DGN	22	1150	1402	1624	1604	1508	1841	1735	1728	1546	
	20	1381	1683	1938	1914	1800	2258	2216	1977	1833	
	18	1839	2241	2549	2517	2367	3132	3009	2417	2378	
	16	2301	2803	3149	3109	2924	4076	3686	2812	2896	

DGBF, & DGNF	20/20	2766	3370	3737	3690	3470	5092	4294	3176	3386	
	20/18	3190	3886	4258	4204	3953	6071	4800	3485	3804	
	20/16	3651	4448	4810	4750	4466	7201	5314	3801	4229	
	18/20	3224	3928	4300	4246	3992	6154	4840	3509	3837	
	18/18	3647	4444	4806	4745	4462	7191	5310	3799	4225	
	18/16	4109	5006	5342	5275	4960	8383	5793	4099	4619	
	16/20	3686	4491	4851	4790	4504	7288	5351	3824	4259	
	16/18	4109	5006	5342	5275	4960	8383	5793	4099	4619	
	16/16	4571	5569	5862	5789	5444	9639	6251	4385	4982	
*	The self-drilling screw evaluation report shall be referenced for recommended thread pitch, drill point type, and length for the specified supporting member thickness.

Table 4: Mechanical Fastener Nominal Strength

Deck Side Lap Connections

Roof deck side lap connections shall be in accordance with those types specified in the diaphragm shear and flexibility tables for the fastener combination selected.
The first connection from the supporting member shall not be more than one-half the specified spacing of the side lap connections, as shown in Figure 10 of this report. No side lap connection needs to be installed directly over the centerline of the support member.
Self-drilling screws shall be installed using a suitable powered screw gun. A properly driven screw shall seat the head against the deck to ensure tight contact between sheets of deck as shown in Figure 11 of this report.
Figure 12 of this report shows a correctly installed DeltaGrip™ connection in a standard standing seam interlock side lap.

Figure 10: Side Lap Connection Spacing

Figure 11: Side Lap Screw

The DeltaGrip™ side lap connection shall punch through the male leg and female hem of the standing seam interlock as shown in Figure 12 of this report.
The DeltaGrip™ connection shall be punch out the minimum distance as shown in Figure 12 of this report.

Figure 12: DeltaGrip™ Side Lap Detail

Acustadek® Options

Acustadek® steel decks are manufactured from steel sheets with perforations in the web, the entire profile except the side laps, or in strips of the pan for cellular deck. Acustadek® Figures 18 to 23 of this report provide diagrams of the perforations.
The section properties of Acustadek® are less than the non-perforated version of the deck profile. The section property tables in the Acustadek® section shall be referenced for design.
The end reactions for Acustadek® based on web crippling are the same as the non-perforated versions of the deck profile. The reactions table for the non-perforated versions of the deck profile Acustadek® shall be referenced for design.
Note 1 to the Diaphragm Tables of this report provides the shear and flexibility adjustment requirements.

Figure 13: DGB-36& B-36 Profile	Figure 14: DGBF-36 & BF-36 Profile

Figure 15: DGB-36, B-36, DGBF-36 & BF-36 Attachment Patterns

Figure 16: 36/7/4 Attachment Pattern

Table 5: DGB-36 & B-36 Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Bottom Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgbot	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.67	0.0299	38	52	0.514	0.200	0.94	0.213	0.625	
20	1.99	0.0359	38	52	0.615	0.240	0.94	0.253	0.623	
18	2.63	0.0478	38	52	0.814	0.313	0.95	0.340	0.619	
16	3.27	0.0598	38	52	1.012	0.383	0.95	0.404	0.615	

Gauge	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.397	0.187	0.77	0.195	0.97	0.163	0.200	0.175	0.200	
20	0.522	0.233	0.80	0.246	0.95	0.207	0.240	0.218	0.240	
18	0.720	0.316	0.87	0.329	0.94	0.300	0.313	0.304	0.313	
16	0.936	0.397	0.91	0.404	0.95	0.383	0.383	0.383	0.383	

Gauge No.	
Condition	Bearing Length of Webs	
		Allowable	Factored	
		1"	1.5"	2"	3"	1"	1.5"	2"	3"	
22	End	586	664	730	840	897	1016	1117	1285	
	Interior	934	1038	1126	1273	1390	1544	1675	1894	
20	End	822	927	1016	1164	1258	1418	1554	1781	
	Interior	1320	1461	1579	1778	1964	2173	2349	2644	
18	End	1393	1561	1701	1938	2132	2388	2603	2965	
	Interior	2268	2491	2679	2994	3374	3705	3985	4454	
16	End	2106	2345	2547	2885	3222	3588	3897	4415	
	Interior	3462	3781	4050	4501	5150	5624	6025	6696	
Web Crippling Constants	h = 1.32"	r = 0.125"	θ = 78.3°	

Table 6: DGB-36, B-36, BF-36 & DGBF-36 Reactions at Supports Reactions at Supports (plf) Based on Web Crippling

Table 7: DGB-36 & B-36 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

22	

SS	fb / Ω	177	113	79	58	44	35	28	23	20	
		Φ fb	281	180	125	92	70	56	45	37	31	
		L/360	120	61	35	22	15	11	8	6	4	
		L/240	-	92	53	34	22	16	11	9	7	
		L/180	-	-	71	45	30	21	15	12	9	
		L/120	-	-	-	-	-	32	23	17	13	

DS	fb / Ω	185	118	82	60	46	37	30	24	21	
		Φ fb	293	188	130	96	73	58	47	39	33	
		L/360	-	-	-	54	36	25	18	14	11	
		L/240	-	-	-	-	-	-	28	21	16	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	231	148	103	75	58	46	37	31	26	
		Φ fb	367	235	163	120	92	72	59	48	41	
		L/360	-	135	78	49	33	23	17	13	10	
		L/240	-	-	-	74	50	35	25	19	15	
		L/180	-	-	-	-	-	-	34	25	20	
		L/120	-	-	-	-	-	-	-	-	-	

20	

SS	fb / Ω	221	141	98	72	55	44	35	29	25	
		Φ fb	350	224	156	114	88	69	56	46	39	
		L/360	149	76	44	28	19	13	10	7	6	
		L/240	-	114	66	42	28	20	14	11	8	
		L/180	-	-	88	56	37	26	19	14	11	
		L/120	-	-	-	-	-	39	29	21	17	

DS	fb / Ω	233	149	104	76	58	46	37	31	26	
		Φ fb	370	237	164	121	93	73	59	49	41	
		L/360	-	-	-	67	45	31	23	17	13	
		L/240	-	-	-	-	-	-	34	26	20	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	292	187	130	95	73	58	47	39	32	
		Φ fb	463	296	206	151	116	91	74	61	51	
		L/360	-	168	97	61	41	29	21	16	12	
		L/240	-	-	-	92	62	43	32	24	18	
		L/180	-	-	-	-	-	-	42	32	24	
		L/120	-	-	-	-	-	-	-	-	-	

Table 7: DGB-36 & B-36 Out-of-Plane Capacities (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

18	

SS	fb / Ω	300	192	133	98	75	59	48	40	33	
		Φ fb	475	304	211	155	119	94	76	63	53	
		L/360	208	106	62	39	26	18	13	10	8	
		L/240	-	160	92	58	39	27	20	15	12	
		L/180	-	-	123	78	52	36	27	20	15	
		L/120	-	-	-	-	-	55	40	30	23	

DS	fb / Ω	312	200	139	102	78	62	50	41	35	
		Φ fb	495	317	220	162	124	98	79	65	55	
		L/360	-	-	-	93	63	44	32	24	19	
		L/240	-	-	-	-	-	-	48	36	28	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	390	250	173	127	97	77	62	52	43	
		Φ fb	619	396	275	202	155	122	99	82	69	
		L/360	-	235	136	86	57	40	29	22	17	
		L/240	-	-	-	-	86	60	44	33	25	
		L/180	-	-	-	-	-	-	59	44	34	
		L/120	-	-	-	-	-	-	-	-	-	

16	

SS	fb / Ω	376	241	167	123	94	74	60	50	42	
		Φ fb	597	382	265	195	149	118	96	79	66	
		L/360	262	134	78	49	33	23	17	13	10	
		L/240	-	201	116	73	49	34	25	19	15	
		L/180	-	-	155	98	65	46	33	25	19	
		L/120	-	-	-	-	-	69	50	38	29	

DS	fb / Ω	383	245	170	125	96	76	61	51	43	
		Φ fb	608	389	270	198	152	120	97	80	68	
		L/360	-	-	-	118	79	55	40	30	23	
		L/240	-	-	-	-	-	-	61	45	35	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	479	306	213	156	120	95	77	63	53	
		Φ fb	760	486	338	248	190	150	122	100	84	
		L/360	-	296	171	108	72	51	37	28	21	
		L/240	-	-	-	-	108	76	55	42	32	
		L/180	-	-	-	-	-	-	74	56	43	
		L/120	-	-	-	-	-	-	-	-	-	

Table 8: DGBF-36 & BF-36 Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.54	.0359/.036	40	55	1.0470	0.460	0.58	0.46	0.665	
20/18	4.01	.0359/.047	40	55	1.190	0.503	0.52	0.472	0.651	
20/16	4.68	.0359/.059	40	55	1.330	0.535	0.48	0.479	0.634	
18/20	4.35	.0478/.036	40	55	1.231	0.564	0.65	0.601	0.677	
18/18	4.83	.0478/.047	40	55	1.370	0.614	0.59	0.613	0.670	
18/16	5.35	.0478/.059	40	55	1.521	0.661	0.55	0.624	0.659	
16/20	5.03	.0598/.036	40	55	1.423	0.661	0.70	0.736	0.682	
16/18	5.51	.0598/.047	40	55	1.562	0.721	0.65	0.752	0.679	
16/16	6.03	.0598/.059	40	55	1.713	0.777	0.60	0.767	0.674	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	
Moment of Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.691	0.288	0.44	0.442	0.71	0.370	0.402	0.401	0.421	
20/18	0.797	0.294	0.39	0.456	0.63	0.401	0.462	0.435	0.475	
20/16	0.914	0.299	0.36	0.468	0.55	0.423	0.517	0.461	0.523	
18/20	0.906	0.433	0.54	0.573	0.76	0.508	0.496	0.526	0.519	
18/18	1.016	0.443	0.50	0.590	0.70	0.550	0.560	0.572	0.578	
18/16	1.141	0.451	0.46	0.608	0.63	0.590	0.632	0.613	0.642	
16/20	1.141	0.596	0.63	0.701	0.80	0.639	0.592	0.646	0.615	
16/18	1.252	0.610	0.58	0.723	0.74	0.695	0.660	0.704	0.681	
16/16	1.377	0.622	0.54	0.744	0.68	0.749	0.741	0.758	0.753	

Table 9: DGBF-36 & BF-36 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

20/20	

SS	fb / Ω	287	184	128	94	72	57	46	38	32	
		Φ fb	456	292	203	149	114	90	73	60	51	
		L/360	274	140	81	51	34	24	18	13	10	
		L/240	-	-	122	77	51	36	26	20	15	
		L/180	-	-	-	-	68	48	35	26	20	
		L/120	-	-	-	-	-	-	-	-	30	

DS	fb / Ω	441	282	196	144	110	87	71	58	49	
		Φ fb	700	448	311	229	175	138	112	93	78	
		L/360	-	-	-	129	87	61	44	33	26	
		L/240	-	-	-	-	-	-	66	50	38	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	449	287	200	147	112	89	72	59	50	
		Φ fb	713	456	317	233	178	141	114	94	79	
		L/360	-	-	188	118	79	56	41	31	23	
		L/240	-	-	-	-	-	84	61	46	35	
		L/180	-	-	-	-	-	-	-	-	47	
		L/120	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	293	188	130	96	73	58	47	39	33	
		Φ fb	465	298	207	152	116	92	74	61	52	
		L/360	-	152	88	55	37	26	19	14	11	
		L/240	-	-	-	83	56	39	29	21	17	
		L/180	-	-	-	-	-	52	38	29	22	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	455	291	202	149	114	90	73	60	51	
		Φ fb	722	462	321	236	181	143	116	95	80	
		L/360	-	-	-	146	98	69	50	38	29	
		L/240	-	-	-	-	-	-	-	56	43	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	458	293	204	150	114	90	73	61	51	
		Φ fb	726	465	323	237	182	144	116	96	81	
		L/360	-	-	-	134	89	63	46	34	27	
		L/240	-	-	-	-	-	-	69	52	40	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

20/16	

SS	fb / Ω	299	191	133	98	75	59	48	39	33	
		Φ fb	474	303	211	155	118	94	76	63	53	
		L/360	-	161	93	59	39	28	20	15	12	
		L/240	-	-	-	88	59	41	30	23	17	
		L/180	-	-	-	-	-	55	40	30	23	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	467	299	208	153	117	92	75	62	52	
		Φ fb	741	474	329	242	185	146	119	98	82	
		L/360	-	-	-	-	108	76	55	41	32	
		L/240	-	-	-	-	-	-	-	-	48	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	467	299	207	152	117	92	75	62	52	
		Φ fb	740	474	329	242	185	146	118	98	82	
		L/360	-	-	-	147	99	69	50	38	29	
		L/240	-	-	-	-	-	-	-	57	44	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	432	277	192	141	108	85	69	57	48	
		Φ fb	686	439	305	224	171	135	110	91	76	
		L/360	359	184	107	67	45	32	23	17	13	
		L/240	-	276	160	101	67	47	35	26	20	
		L/180	-	-	-	134	90	63	46	35	27	
		L/120	-	-	-	-	-	-	69	52	40	

DS	fb / Ω	572	366	254	187	143	113	91	76	64	
		Φ fb	907	580	403	296	227	179	145	120	101	
		L/360	-	-	253	159	107	75	55	41	32	
		L/240	-	-	-	-	-	112	82	62	47	
		L/180	-	-	-	-	-	-	-	-	63	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	675	432	300	221	169	133	108	89	75	
		Φ fb	1072	686	476	350	268	212	171	142	119	
		L/360	-	400	232	146	98	69	50	38	29	
		L/240	-	-	-	219	147	103	75	56	43	
		L/180	-	-	-	-	-	-	100	75	58	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			4' -
0"	5' -
0"	6' -
0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

18/18	

SS	fb / Ω	442	283	196	144	110	87	71	58	49	
		Φ fb	701	449	312	229	175	138	112	93	78	
		L/360	390	200	116	73	49	34	25	19	14	
		L/240	-	-	174	109	73	51	37	28	22	
		L/180	-	-	-	-	98	69	50	38	29	
		L/120	-	-	-	-	-	-	-	56	43	

DS	fb / Ω	589	377	262	192	147	116	94	78	65	
		Φ fb	934	598	415	305	234	185	149	124	104	
		L/360	-	-	-	177	119	83	61	46	35	
		L/240	-	-	-	-	-	-	91	69	53	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	690	442	307	225	173	136	110	91	77	
		Φ fb	1095	701	487	358	274	216	175	145	122	
		L/360	-	-	258	163	109	76	56	42	32	
		L/240	-	-	-	-	163	115	84	63	48	
		L/180	-	-	-	-	-	-	-	84	65	
		L/120	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	450	288	200	147	113	89	72	60	50	
		Φ fb	714	457	318	233	179	141	114	94	79	
		L/360	419	214	124	78	52	37	27	20	16	
		L/240	-	-	186	117	79	55	40	30	23	
		L/180	-	-	-	-	105	74	54	40	31	
		L/120	-	-	-	-	-	-	-	-	47	

DS	fb / Ω	606	388	270	198	152	120	97	80	67	
		Φ fb	962	616	428	314	241	190	154	127	107	
		L/360	-	-	-	197	132	93	68	51	39	
		L/240	-	-	-	-	-	-	-	76	59	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	704	450	313	230	176	139	113	93	78	
		Φ fb	1116	714	496	364	279	220	179	148	124	
		L/360	-	-	287	181	121	85	62	47	36	
		L/240	-	-	-	-	-	127	93	70	54	
		L/180	-	-	-	-	-	-	-	-	72	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

16/20	

SS	fb / Ω	595	381	264	194	149	118	95	79	66	
		Φ fb	944	604	419	308	236	186	151	125	105	
		L/360	441	226	131	82	55	39	28	21	16	
		L/240	-	339	196	124	83	58	42	32	25	
		L/180	-	-	262	165	110	77	56	42	33	
		L/120	-	-	-	-	-	116	85	64	49	

DS	fb / Ω	700	448	311	229	175	138	112	93	78	
		Φ fb	1110	711	493	363	278	219	178	147	123	
		L/360	-	-	300	189	126	89	65	49	37	
		L/240	-	-	-	-	-	133	97	73	56	
		L/180	-	-	-	-	-	-	-	-	75	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	875	560	389	286	219	173	140	116	97	
		Φ fb	1388	888	617	453	347	274	222	184	154	
		L/360	-	475	275	173	116	81	59	45	34	
		L/240	-	-	-	259	174	122	89	67	52	
		L/180	-	-	-	-	-	163	119	89	69	
		L/120	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	608	389	270	199	152	120	97	80	68	
		Φ fb	965	618	429	315	241	191	154	128	107	
		L/360	481	246	142	90	60	42	31	23	18	
		L/240	-	369	214	135	90	63	46	35	27	
		L/180	-	-	-	179	120	84	62	46	36	
		L/120	-	-	-	-	-	-	92	69	53	

DS	fb / Ω	722	462	321	236	180	143	115	95	80	
		Φ fb	1145	733	509	374	286	226	183	151	127	
		L/360	-	-	-	209	140	98	72	54	41	
		L/240	-	-	-	-	-	-	107	81	62	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	902	577	401	295	226	178	144	119	100	
		Φ fb	1431	916	636	467	358	283	229	189	159	
		L/360	-	525	304	191	128	90	66	49	38	
		L/240	-	-	-	287	192	135	98	74	57	
		L/180	-	-	-	-	-	-	131	99	76	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

16/16	

SS	fb / Ω	620	397	276	203	155	123	99	82	69	
		Φ fb	984	630	437	321	246	194	157	130	109	
		L/360	518	265	153	97	65	45	33	25	19	
		L/240	-	-	230	145	97	68	50	37	29	
		L/180	-	-	-	193	129	91	66	50	38	
		L/120	-	-	-	-	-	-	-	75	58	

DS	fb / Ω	742	475	330	242	186	147	119	98	82	
		Φ fb	1178	754	524	385	294	233	188	156	131	
		L/360	-	-	-	231	155	109	79	60	46	
		L/240	-	-	-	-	-	-	-	89	69	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	928	594	412	303	232	183	148	123	103	
		Φ fb	1472	942	654	481	368	291	236	195	164	
		L/360	-	581	336	212	142	100	73	55	42	
		L/240	-	-	-	-	213	149	109	82	63	
		L/180	-	-	-	-	-	-	145	109	84	
		L/120	-	-	-	-	-	-	-	-	-	

Table 10: DGB-36 and DGBF-36 Shear and Flexibility DGB-36 and DGBF-36 with DeltaGrip and Arc Spot Welds

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and Arc Spot Welds

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and #12 Self Drilling Screws

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and #12 Self Drilling Screws

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-EDN19 / HSN-24 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-EDN19 / HSN-24 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-EDN19 / HSN-24 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-EDN19 / HSN-24 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-ENP19 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-ENP19 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-ENP19 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and X-ENP19 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and EDNK22 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and EDNK22 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and EDNK22 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and EDNK22 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K66 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K66 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K66 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K66 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K64 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K64 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K64 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and K64 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK63 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK63 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK63 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK63 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK61 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK61 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK61 Pins

Table 10: DGB-36 and DGBF-36 Shear and Flexibility (continued) DGB-36 and DGBF-36 with DeltaGrip and SDK61 Pins

Figure 16: DGB-36 and DGBF-36 GRADE 50

DGB-36 & B-36 PROFILE	DGBF-36 & BF-36 PROFILE
BN-36 NESTABLE PROFILE	B-36S SCREWABLE SIDELAP PROFILE
Table 11: DGB-36 and BN-36 Panel Properties Grade 50 Steel

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to
N.A. from Bottom	
Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgbot	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.75	0.030	50	65	0.514	0.200	0.94	0.213	0.625	
20	2.09	0.036	50	65	0.615	0.240	0.94	0.253	0.623	
18	2.76	0.048	50	65	0.814	0.313	0.95	0.330	0.619	
16	3.43	0.060	50	65	1.012	0.383	0.95	0.404	0.615	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	Effective Moment of Inertia for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.179	0.175	0.74	0.187	0.98	0.157	0.197	0.171	0.198	
20	0.235	0.228	0.77	0.236	0.96	0.197	0.237	0.211	0.238	
18	0.351	0.311	0.84	0.329	0.94	0.287	0.313	0.296	0.313	
16	0.330	0.392	0.89	0.404	0.95	0.377	0.383	0.379	0.383	

Table 12: DGB-36, B-36, B-36S, BN-36, BF-36 & DGBF-36 Reactions at Supports GRADE 50 STEEL

Reactions at Supports (plf) Based on Web Crippling

Gage	
Condition	Bearing Length of Webs	
		ASD, R/	LRFD, R	
		1"	2"	4"	6"	1"	2"	4"	6"	
22	End	772	874	960	1105	1180	1337	1469	1691	
	Interior	1229	1366	1482	1675	1828	2032	2204	2492	
20	End	1081	1220	1336	1532	1655	1866	2045	2344	
	Interior	1737	1922	2078	2339	2584	2859	3091	3479	
18	End	1834	2053	2239	2550	2805	3142	3425	3901	
	Interior	2984	3277	3525	3940	4439	4875	5243	5860	
16	End	2771	3086	3351	3796	4240	4721	5127	5809	
	Interior	4555	4975	5329	5923	6776	7401	7927	8810	
	Constants	h = 1.32"	r = 0.125"	θ = 78.3°		

Table 13: DGB-36, BN-36, B-36, and B-36S Out-of-Plane Capacities for Grade 50 Steel
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' -
0"	7' -
0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

22	

SS	fb / Ω	218	140	97	71	55	43	35	29	24	
		Φ fb	328	210	146	107	82	65	52	43	36	
		L/360	117	60	35	22	15	10	7	6	4	
		L/240	175	90	52	33	22	15	11	8	6	
		L/180	-	120	69	44	29	21	15	11	9	
		L/120	-	-	-	65	44	31	22	17	13	

DS	fb / Ω	234	149	104	76	58	46	37	31	26	
		Φ fb	351	225	156	115	88	69	56	46	39	
		L/360	-	-	96	61	41	29	21	16	12	
		L/240	-	-	-	-	-	43	31	23	18	
		L/180	-	-	-	-	-	-	-	-	24	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	292	187	130	95	73	58	47	39	32	
		Φ fb	439	281	195	143	110	87	70	58	49	
		L/360	255	130	76	48	32	22	16	12	9	
		L/240	-	-	113	71	48	34	24	18	14	
		L/180	-	-	-	95	64	45	33	25	19	
		L/120	-	-	-	-	-	-	-	37	28	

20	

SS	fb / Ω	285	182	127	93	71	56	46	38	32	
		Φ fb	428	274	190	140	107	85	69	57	48	
		L/360	144	74	43	27	18	13	9	7	5	
		L/240	216	111	64	40	27	19	14	10	8	
		L/180	-	148	85	54	36	25	18	14	11	
		L/120	-	-	-	81	54	38	28	21	16	

DS	fb / Ω	295	189	131	96	74	58	47	39	33	
		Φ fb	468	299	208	153	117	92	75	62	52	
		L/360	-	-	116	73	49	34	25	19	14	
		L/240	-	-	-	-	73	52	38	28	22	
		L/180	-	-	-	-	-	-	-	38	29	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	369	236	164	120	92	73	59	49	41	
		Φ fb	554	355	246	181	138	109	89	73	62	
		L/360	306	157	91	57	38	27	20	15	11	
		L/240	-	235	136	86	57	40	29	22	17	
		L/180	-	-	-	114	77	54	39	29	23	
		L/120	-	-	-	-	-	-	59	44	34	

Table 13: DGB-36, BN-36, B-36, and B-36S Out-of-Plane Capacities for Grade 50 Steel (continued)

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	5' - 0"	6' - 0"	7' - 0"	8' - 0"	9' - 0"	10' - 0"	11' - 0"	12' - 0"	

18	

SS	fb / Ω	388	248	172	127	97	77	62	51	43	
		Φ fb	583	373	259	190	146	115	93	77	65	
		L/360	202	103	60	38	25	18	13	10	7	
		L/240	303	155	90	56	38	27	19	15	11	
		L/180	-	207	120	75	50	35	26	19	15	
		L/120	-	-	-	113	76	53	39	29	22	

DS	fb / Ω	411	263	183	134	103	81	66	54	46	
		Φ fb	618	395	274	202	154	122	99	82	69	
		L/360	-	-	153	96	64	45	33	25	19	
		L/240	-	-	-	-	97	68	49	37	29	
		L/180	-	-	-	-	-	-	-	50	38	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	514	329	228	168	128	101	82	68	57	
		Φ fb	772	494	343	252	193	152	124	102	86	
		L/360	404	207	120	75	50	35	26	19	15	
		L/240	-	310	179	113	76	53	39	29	22	
		L/180	-	-	-	151	101	71	52	39	30	
		L/120	-	-	-	-	-	-	78	58	45	

16	

SS	fb / Ω	489	313	217	160	122	97	78	65	54	
		Φ fb	734	470	326	240	184	145	118	97	82	
		L/360	259	132	77	48	32	23	17	12	10	
		L/240	388	199	115	72	49	34	25	19	14	
		L/180	-	265	153	97	65	45	33	25	19	
		L/120	-	-	-	145	97	68	50	37	29	

DS	fb / Ω	504	323	224	165	126	100	81	67	56	
		Φ fb	758	485	337	248	190	150	121	100	84	
		L/360	-	-	187	118	79	55	40	30	23	
		L/240	-	-	-	-	118	83	61	45	35	
		L/180	-	-	-	-	-	-	-	61	47	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	631	404	280	206	158	125	101	83	70	
		Φ fb	948	607	421	309	237	187	152	125	105	
		L/360	494	253	146	92	62	43	32	24	18	
		L/240	-	379	220	138	93	65	47	36	27	
		L/180	-	-	-	184	123	87	63	48	37	
		L/120	-	-	-	-	-	-	95	71	55	

TABLE 14: DGBF-36 & BF-36 PANEL PROPERTIES

GRADE 50

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to
N.A. from Bottom	
Top Section Modulus	
Radius of Gyration	
	w	tbeam	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.69	0.0359 / 0.036	50	65	1.040	0.460	0.58	0.462	0.665	
20/18	4.16	0.0359 / 0.047	50	65	1.179	0.499	0.52	0.471	0.651	
20/16	4.68	0.0359 / 0.059	50	65	1.330	0.535	0.48	0.479	0.634	
18/20	4.35	0.0478 / 0.036	50	65	1.231	0.564	0.65	0.601	0.677	
18/18	4.83	0.0478 / 0.047	50	65	1.370	0.614	0.59	0.613	0.670	
18/16	5.35	0.0478 / 0.059	50	65	1.521	0.661	0.55	0.624	0.659	
16/20	5.03	0.0598 / 0.036	50	65	1.423	0.661	0.70	0.736	0.682	
16/18	5.51	0.0598 / 0.047	50	65	1.562	0.721	0.65	0.752	0.679	
16/16	6.03	0.0598 / 0.059	50	65	1.713	0.777	0.60	0.767	0.674	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.643	0.272	0.43	0.438	0.73	0.354	0.389	0.389	0.413	
20/18	0.744	0.278	0.39	0.452	0.66	0.381	0.445	0.420	0.463	
20/16	0.861	0.284	0.35	0.465	0.58	0.404	0.505	0.448	0.515	
18/20	0.876	0.409	0.53	0.569	0.77	0.489	0.486	0.514	0.512	
18/18	0.977	0.419	0.48	0.587	0.71	0.529	0.547	0.558	0.569	
18/16	1.094	0.427	0.44	0.604	0.65	0.566	0.617	0.598	0.631	
16/20	1.105	0.564	0.61	0.698	0.81	0.619	0.582	0.633	0.609	
16/18	1.206	0.577	0.56	0.719	0.75	0.673	0.646	0.689	0.671	
16/16	1.323	0.588	0.52	0.739	0.70	0.724	0.723	0.742	0.741	

Table 15: DGBF-36 & BF-36 Out-of-Plane Capacities for Grade 50 Steel
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span		Panel Span (Support Spacing)	

		Limit Condition	4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	340	151	85	54	38	28	21	17	14	
		Φ fb	510	227	128	82	57	42	32	25	20	
		L/360	266	79	33	17	10	6	4	3	2	
		L/240	-	118	50	26	15	9	6	4	3	
		L/180	-	-	66	34	20	12	8	6	4	
		L/120	-	-	-	51	30	19	12	9	6	

DS	fb / Ω	547	243	137	87	61	45	34	27	22	
		Φ fb	822	365	205	131	91	67	51	41	33	
		L/360	-	201	85	43	25	16	11	7	5	
		L/240	-	-	127	65	38	24	16	11	8	
		L/180	-	-	-	87	50	32	21	15	11	
		L/120	-	-	-	-	-	-	32	22	16	

TS	fb / Ω	531	236	133	85	59	43	33	26	21	
		Φ fb	797	354	199	128	89	65	50	39	32	
		L/360	-	158	67	34	20	12	8	6	4	
		L/240	-	-	100	51	30	19	12	9	6	
		L/180	-	-	-	68	39	25	17	12	9	
		L/120	-	-	-	-	-	37	25	18	13	

20/18	

SS	fb / Ω	347	154	87	56	39	28	22	17	14	
		Φ fb	522	232	130	83	58	43	33	26	21	
		L/360	287	85	36	18	11	7	4	3	2	
		L/240	-	128	54	28	16	10	7	5	3	
		L/180	-	-	72	37	21	13	9	6	5	
		L/120	-	-	-	55	32	20	13	9	7	

DS	fb / Ω	563	250	141	90	63	46	35	28	23	
		Φ fb	847	376	212	135	94	69	53	42	34	
		L/360	-	226	95	49	28	18	12	8	6	
		L/240	-	-	-	73	42	27	18	13	9	
		L/180	-	-	-	-	56	36	24	17	12	
		L/120	-	-	-	-	-	-	-	25	18	

TS	fb / Ω	542	241	136	87	60	44	34	27	22	
		Φ fb	815	362	204	130	91	67	51	40	33	
		L/360	-	177	75	38	22	14	9	7	5	
		L/240	-	-	112	57	33	21	14	10	7	
		L/180	-	-	-	76	44	28	19	13	10	
		L/120	-	-	-	-	-	42	28	20	14	

Table 15: DGBF-36 & BF-36 Out-of-Plane Capacities for Grade 50 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span		Panel Span (Support Spacing)	

		Limit Condition	4' -
0"	6' -
0"	8' -
0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	354	157	88	57	39	29	22	17	14	
		Φ fb	532	236	133	85	59	43	33	26	21	
		L/360	306	91	38	20	11	7	5	3	2	
		L/240	-	136	57	29	17	11	7	5	4	
		L/180	-	-	76	39	23	14	10	7	5	
		L/120	-	-	-	-	34	21	14	10	7	

DS	fb / Ω	580	258	145	93	64	47	36	29	23	
		Φ fb	872	388	218	140	97	71	55	43	35	
		L/360	-	251	106	54	31	20	13	9	7	
		L/240	-	-	-	81	47	30	20	14	10	
		L/180	-	-	-	-	63	39	26	19	14	
		L/120	-	-	-	-	-	-	-	28	20	

TS	fb / Ω	553	246	138	88	61	45	35	27	22	
		Φ fb	831	369	208	133	92	68	52	41	33	
		L/360	-	197	83	42	25	15	10	7	5	
		L/240	-	-	124	64	37	23	16	11	8	
		L/180	-	-	-	85	49	31	21	15	11	
		L/120	-	-	-	-	-	-	31	22	16	

18/20	

SS	fb / Ω	511	227	128	82	57	42	32	25	20	
		Φ fb	768	341	192	123	85	63	48	38	31	
		L/360	351	104	44	22	13	8	5	4	3	
		L/240	-	156	66	34	19	12	8	6	4	
		L/180	-	208	88	45	26	16	11	8	6	
		L/120	-	-	-	67	39	25	16	12	8	

DS	fb / Ω	710	316	178	114	79	58	44	35	28	
		Φ fb	1068	474	267	171	119	87	67	53	43	
		L/360	-	250	105	54	31	20	13	9	7	
		L/240	-	-	158	81	47	29	20	14	10	
		L/180	-	-	-	108	62	39	26	18	13	
		L/120	-	-	-	-	-	-	40	28	20	

TS	fb / Ω	798	355	199	128	89	65	50	39	32	
		Φ fb	1199	533	300	192	133	98	75	59	48	
		L/360	660	196	83	42	24	15	10	7	5	
		L/240	-	293	124	63	37	23	15	11	8	
		L/180	-	-	165	84	49	31	21	14	11	
		L/120	-	-	-	127	73	46	31	22	16	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			4' -
0"	6' -
0"	8' -
0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	522	232	131	84	58	43	33	26	21	
		Φ fb	785	349	196	126	87	64	49	39	31	
		L/360	381	113	48	24	14	9	6	4	3	
		L/240	-	169	71	37	21	13	9	6	5	
		L/180	-	226	95	49	28	18	12	8	6	
		L/120	-	-	-	73	42	27	18	13	9	

DS	fb / Ω	732	325	183	117	81	60	46	36	29	
		Φ fb	1100	489	275	176	122	90	69	54	44	
		L/360	-	277	117	60	35	22	15	10	7	
		L/240	-	-	176	90	52	33	22	15	11	
		L/180	-	-	-	-	69	44	29	21	15	
		L/120	-	-	-	-	-	-	44	31	22	

TS	fb / Ω	816	363	204	131	91	67	51	40	33	
		Φ fb	1226	545	307	196	136	100	77	61	49	
		L/360	734	217	92	47	27	17	11	8	6	
		L/240	-	326	138	70	41	26	17	12	9	
		L/180	-	-	183	94	54	34	23	16	12	
		L/120	-	-	-	-	82	51	34	24	18	

18/16	

SS	fb / Ω	532	237	133	85	59	43	33	26	21	
		Φ fb	800	356	200	128	89	65	50	40	32	
		L/360	408	121	51	26	15	10	6	4	3	
		L/240	-	181	77	39	23	14	10	7	5	
		L/180	-	-	102	52	30	19	13	9	7	
		L/120	-	-	-	78	45	29	19	13	10	

DS	fb / Ω	753	335	188	121	84	61	47	37	30	
		Φ fb	1132	503	283	181	126	92	71	56	45	
		L/360	-	308	130	66	38	24	16	11	8	
		L/240	-	-	-	100	58	36	24	17	12	
		L/180	-	-	-	-	77	48	32	23	17	
		L/120	-	-	-	-	-	-	-	34	25	

TS	fb / Ω	832	370	208	133	92	68	52	41	33	
		Φ fb	1250	556	313	200	139	102	78	62	50	
		L/360	814	241	102	52	30	19	13	9	7	
		L/240	-	362	153	78	45	28	19	13	10	
		L/180	-	-	203	104	60	38	25	18	13	
		L/120	-	-	-	-	90	57	38	27	20	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			4' -
0"	6' -
0"	8' -
0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	703	313	176	113	78	57	44	35	28	
		Φ fb	1057	470	264	169	117	86	66	52	42	
		L/360	433	128	54	28	16	10	7	5	3	
		L/240	649	192	81	42	24	15	10	7	5	
		L/180	-	256	108	55	32	20	14	9	7	
		L/120	-	-	162	83	48	30	20	14	10	

DS	fb / Ω	871	387	218	139	97	71	54	43	35	
		Φ fb	1309	582	327	209	145	107	82	65	52	
		L/360	-	297	125	64	37	23	16	11	8	
		L/240	-	-	188	96	56	35	23	16	12	
		L/180	-	-	-	128	74	47	31	22	16	
		L/120	-	-	-	-	-	70	47	33	24	

TS	fb / Ω	1088	484	272	174	121	89	68	54	44	
		Φ fb	1636	727	409	262	182	134	102	81	65	
		L/360	784	232	98	50	29	18	12	9	6	
		L/240	-	349	147	75	44	27	18	13	9	
		L/180	-	465	196	100	58	37	25	17	13	
		L/120	-	-	-	151	87	55	37	26	19	

16/18	

SS	fb / Ω	719	320	180	115	80	59	45	36	29	
		Φ fb	1081	481	270	173	120	88	68	53	43	
		L/360	471	139	59	30	17	11	7	5	4	
		L/240	706	209	88	45	26	16	11	8	6	
		L/180	-	279	118	60	35	22	15	10	8	
		L/120	-	-	177	90	52	33	22	15	11	

DS	fb / Ω	897	399	224	144	100	73	56	44	36	
		Φ fb	1349	599	337	216	150	110	84	67	54	
		L/360	-	327	138	71	41	26	17	12	9	
		L/240	-	-	207	106	61	39	26	18	13	
		L/180	-	-	-	141	82	51	34	24	18	
		L/120	-	-	-	-	-	-	52	36	26	

TS	fb / Ω	1122	498	280	179	125	92	70	55	45	
		Φ fb	1686	749	421	270	187	138	105	83	67	
		L/360	865	256	108	55	32	20	14	9	7	
		L/240	-	384	162	83	48	30	20	14	10	
		L/180	-	-	216	111	64	40	27	19	14	
		L/120	-	-	-	166	96	60	41	28	21	

Table 15: DGBF-36 & BF-36 Out-of-Plane Capacities for Grade 50 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			4' -
0"	6' -
0"	8' -
0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	734	326	183	117	82	60	46	36	29	
		Φ fb	1103	490	276	176	123	90	69	54	44	
		L/360	507	150	63	32	19	12	8	6	4	
		L/240	-	225	95	49	28	18	12	8	6	
		L/180	-	300	127	65	38	24	16	11	8	
		L/120	-	-	-	97	56	35	24	17	12	

DS	fb / Ω	922	410	231	148	102	75	58	46	37	
		Φ fb	1386	616	347	222	154	113	87	68	55	
		L/360	-	361	152	78	45	28	19	13	10	
		L/240	-	-	229	117	68	43	29	20	15	
		L/180	-	-	-	-	90	57	38	27	20	
		L/120	-	-	-	-	-	-	57	40	29	

TS	fb / Ω	1147	510	287	183	127	94	72	57	46	
		Φ fb	1723	766	431	276	191	141	108	85	69	
		L/360	955	283	119	61	35	22	15	10	8	
		L/240	-	424	179	92	53	33	22	16	11	
		L/180	-	-	239	122	71	45	30	21	15	
		L/120	-	-	-	183	106	67	45	31	23	

Table 16: B-36 & BF-36 Shear and Flexibility (Grade 40)
36/7		Allowable Shear, qa(plf), Factored Shear, qf(plf)	B-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Top Seam Side-Lap Weld and 0.5 in Effective Diameter Arc Spot Weld	
			4	5	6	7	8	9	10	11	12	

16	4	qa	qf	4077	6727	4047	6677	4026	6643	4010	6617	3998	6585	3252	5203	2634	4214	2177	3483	1829	2927	
		F	2.2+6R	2.3+4.8R	2.3+4R	2.4+3.4R	2.4+3R	2.4+2.7R	2.4+2.4R	2.4+2.2R	2.5+2R	
	6	qa	qf	3622	5977	3563	5879	3522	5810	3491	5760	3467	5720	3252	5203	2634	4214	2177	3483	1829	2927	
		F	2.4+6R	2.5+4.8R	2.5+4R	2.6+3.4R	2.6+3R	2.6+2.6R	2.7+2.4R	2.7+2.2R	2.7+2R	
	8	qa	qf	3246	5356	3254	5369	3102	5119	3130	5164	3025	4991	3056	5042	2634	4214	2177	3483	1829	2927	
		F	2.6+5.9R	2.7+4.7R	2.8+3.9R	2.8+3.4R	2.8+2.9R	2.9+2.6R	2.9+2.4R	2.9+2.1R	2.9+2R	
	12	qa	qf	2711	4474	2592	4278	2509	4140	2448	4039	2401	3961	2363	3899	2333	3849	2177	3483	1829	2927	
		F	2.9+5.8R	3.1+4.6R	3.1+3.9R	3.2+3.3R	3.3+2.9R	3.3+2.6R	3.3+2.3R	3.3+2.1R	3.4+1.9R	
	18	qa	qf	2369	4474	2307	3806	1995	3291	2002	3303	2007	3311	1818	2999	1841	3038	1860	3069	1726	2848	
		F	3.4+5.7R	3.6+4.5R	3.7+3.7R	3.8+3.2R	3.8+2.8R	3.9+2.4R	3.9+2.2R	4+2R	4+1.8R	
	24	qa	qf	1970	3250	1985	3275	1699	2804	1751	2888	1556	2568	1614	2663	1468	2423	1524	2515	1409	2324	
		F	3.7+5.5R	4+4.4R	4.1+3.6R	4.2+3R	4.3+2.6R	4.4+2.3R	4.5+2.1R	4.5+1.9R	4.6+1.7R	

18	4	qa	qf	3234	5336	3205	5288	3185	5255	3170	5230	2990	4785	2363	3780	1914	3062	1582	2531	1329	2127	
		F	2.5+10.5R	2.6+8.4R	2.7+7R	2.8+6R	2.8+5.2R	2.9+4.7R	2.9+4.2R	2.9+3.8R	2.9+3.5R	
	6	qa	qf	2845	4695	2791	4606	2753	4543	2725	4497	2703	4461	2363	3780	1914	3062	1582	2531	1329	2127	
		F	2.7+10.5R	2.9+8.4R	3+7R	3+6R	3.1+5.2R	3.1+4.6R	3.2+4.2R	3.2+3.8R	3.2+3.5R	
	8	qa	qf	2536	4184	2536	4184	2408	3974	2428	4005	2340	3860	2363	3780	1914	3062	1582	2531	1329	2127	
		F	2.9+10.4R	3.1+8.3R	3.2+6.9R	3.3+5.9R	3.3+5.2R	3.4+4.6R	3.4+4.2R	3.4+3.8R	3.5+3.5R	
	12	qa	qf	2109	3480	2008	3312	1936	3195	1884	3108	1844	3042	1812	2989	1786	2947	1582	2531	1329	2127	
		F	3.3+10.3R	3.5+8.2R	3.6+6.8R	3.7+5.9R	3.8+5.1R	3.9+4.5R	3.9+4.1R	3.9+3.7R	4+3.4R	
	18	qa	qf	1843	3480	1785	2946	1539	2539	1539	2539	1539	2539	1391	2295	1406	2320	1419	2341	1315	2127	
		F	3.8+10.2R	4.1+8.1R	4.2+6.7R	4.4+5.7R	4.4+5R	4.5+4.4R	4.6+4R	4.6+3.6R	4.7+3.3R	
	24	qa	qf	1538	2538	1538	2538	1314	2168	1347	2223	1196	1973	1236	2039	1123	1853	1163	1919	1074	1772	
		F	4.2+10R	4.5+7.9R	4.7+6.5R	4.9+5.6R	5+4.8R	5.1+4.3R	5.2+3.8R	5.3+3.5R	5.3+3.2R	

20	4	qa	qf	2035	3358	2021	3334	2011	3317	2003	3305	1977	3163	1562	2499	1265	2024	1046	1673	879	1406	
		F	2.8+21.5R	3+17.2R	3.2+14.3R	3.4+12.3R	3.4+10.7R	3.5+9.6R	3.6+8.6R	3.6+7.8R	3.7+7.2R	
	6	qa	qf	1812	2990	1784	2943	1764	2910	1749	2886	1737	2867	1562	2499	1265	2024	1046	1673	879	1406	
		F	3+21.5R	3.3+17.2R	3.5+14.3R	3.6+12.3R	3.7+10.7R	3.8+9.5R	3.9+8.6R	3.9+7.8R	4+7.1R	
	8	qa	qf	1626	2683	1631	2691	1557	2568	1571	2592	1519	2506	1535	2499	1265	2024	1046	1673	879	1406	
		F	3.3+21.4R	3.6+17.1R	3.8+14.3R	3.9+12.2R	4+10.7R	4.1+9.5R	4.2+8.5R	4.2+7.8R	4.3+7.1R	
	12	qa	qf	1360	2244	1302	2148	1261	2081	1231	2031	1208	1993	1189	1963	1175	1938	1046	1673	879	1406	
		F	3.7+21.3R	4.1+17R	4.3+14.2R	4.5+12.1R	4.6+10.6R	4.7+9.4R	4.7+8.5R	4.8+7.7R	4.9+7.1R	
	18	qa	qf	1188	2244	1159	1912	1003	1654	1007	1661	1010	1667	915	1510	928	1530	937	1547	870	1406	
		F	4.3+21.1R	4.7+16.8R	5+14R	5.2+12R	5.3+10.4R	5.4+9.3R	5.5+8.3R	5.6+7.6R	5.7+6.9R	
	24	qa	qf	988	1629	997	1644	854	1409	880	1453	783	1292	813	1341	740	1220	768	1267	710	1172	
		F	4.8+20.9R	5.2+16.6R	5.6+13.8R	5.8+11.8R	6+10.3R	6.1+9.1R	6.2+8.2R	6.3+7.4R	6.4+6.8R	

22	4	qa	qf	1487	2454	1479	2440	1473	2430	1468	2423	1465	2405	1188	1900	962	1539	795	1272	668	1069	
		F	2.8+34R	3.2+27.2R	3.5+22.7R	3.7+19.4R	3.8+17R	3.9+15.1R	4+13.6R	4.1+12.4R	4.2+11.3R	
	6	qa	qf	1338	2207	1320	2178	1307	2157	1298	2142	1291	2130	1188	1900	962	1539	795	1272	668	1069	
		F	3.1+33.9R	3.5+27.1R	3.8+22.6R	4+19.4R	4.2+17R	4.3+15.1R	4.4+13.6R	4.4+12.3R	4.5+11.3R	
	8	qa	qf	1208	1993	1214	2003	1163	1919	1174	1937	1138	1878	1150	1898	962	1539	795	1272	668	1069	
		F	3.4+33.9R	3.8+27.1R	4.1+22.6R	4.3+19.3R	4.5+16.9R	4.6+15R	4.7+13.5R	4.8+12.3R	4.8+11.3R	
	12	qa	qf	1016	1676	977	1612	949	1566	929	1533	913	1507	901	1487	891	1470	795	1272	668	1069	
		F	3.8+33.8R	4.3+27R	4.7+22.5R	4.9+19.2R	5.1+16.8R	5.2+15R	5.3+13.5R	5.4+12.2R	5.5+11.2R	
	18	qa	qf	888	1676	870	1436	756	1248	762	1257	766	1264	696	1148	706	1165	715	1179	664	1069	
		F	4.5+33.6R	5+26.8R	5.4+22.3R	5.7+19.1R	5.9+16.7R	6+14.8R	6.2+13.3R	6.3+12.1R	6.4+11.1R	
	24	qa	qf	736	1215	748	1235	643	1061	666	1099	593	979	618	1019	563	929	586	967	542	895	
		F	5+33.4R	5.6+26.6R	6+22.1R	6.3+18.9R	6.6+16.5R	6.8+14.6R	6.9+13.1R	7.1+11.9R	7.2+10.9R	

36/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	B-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Top Seam Side-Lap Weld and 0.5 in Effective Diameter Arc Spot Weld	
			4	5	6	7	8	9	10	11	12	

16	4	qa	qf	2567	4235	2561	4225	2557	4218	2554	4213	2551	4209	2549	4206	2548	4204	2177	3483	1829	2927	
		F	-0.5+50.6R	0.1+40.5R	0.6+33.7R	0.8+28.9R	1.1+25.3R	1.2+22.5R	1.4+20.2R	1.5+18.4R	1.6+16.9R	
	6	qa	qf	2423	3998	2408	3973	2398	3956	2390	3943	2384	3933	2379	3926	2375	3919	2177	3483	1829	2927	
		F	-0.2+50.6R	0.4+40.5R	0.8+33.7R	1.1+28.9R	1.3+25.3R	1.5+22.5R	1.6+20.2R	1.7+18.4R	1.8+16.9R	
	8	qa	qf	2276	3756	2290	3778	2233	3684	2250	3712	2209	3644	2226	3672	2194	3619	2177	3483	1829	2927	
		F	0+50.5R	0.6+40.4R	1+33.7R	1.3+28.9R	1.5+25.3R	1.7+22.5R	1.8+20.2R	2+18.4R	2.1+16.8R	
	12	qa	qf	2016	3327	1970	3250	1936	3195	1912	3154	1892	3122	1877	3097	1864	3076	1854	3059	1829	2927	
		F	0.4+50.5R	1+40.4R	1.4+33.6R	1.7+28.8R	2+25.2R	2.2+22.4R	2.3+20.2R	2.4+18.3R	2.5+16.8R	
	18	qa	qf	1813	3327	1799	2968	1610	2656	1630	2689	1644	2713	1521	2509	1545	2549	1564	2581	1473	2431	
		F	0.9+50.3R	1.6+40.2R	2+33.5R	2.4+28.7R	2.6+25.1R	2.8+22.3R	3+20.1R	3.1+18.3R	3.2+16.7R	
	24	qa	qf	1537	2535	1581	2609	1391	2295	1448	2389	1311	2163	1367	2256	1261	2081	1313	2167	1227	2024	
		F	1.3+50.2R	2.1+40.1R	2.6+33.4R	2.9+28.6R	3.2+25R	3.4+22.2R	3.6+20R	3.7+18.2R	3.8+16.6R	

18	4	qa	qf	2060	3399	2054	3389	2050	3382	2047	3377	2045	3374	2043	3370	1914	3062	1582	2531	1329	2127	
		F	-2.2+88.6R	-1.1+70.9R	-0.4+59.1R	0.1+50.6R	0.5+44.3R	0.8+39.4R	1+35.4R	1.2+32.2R	1.4+29.5R	
	6	qa	qf	1931	3186	1917	3162	1906	3146	1899	3133	1893	3124	1889	3116	1885	3062	1582	2531	1329	2127	
		F	-1.9+88.5R	-0.8+70.8R	-0.1+59R	0.4+50.6R	0.8+44.3R	1.1+39.4R	1.3+35.4R	1.5+32.2R	1.7+29.5R	
	8	qa	qf	1803	2975	1813	2991	1762	2908	1776	2930	1740	2870	1754	2893	1725	2847	1582	2531	1329	2127	
		F	-1.7+88.5R	-0.6+70.8R	0.1+59R	0.6+50.6R	1+44.3R	1.3+39.3R	1.6+35.4R	1.8+32.2R	1.9+29.5R	
	12	qa	qf	1584	2614	1543	2545	1513	2496	1490	2459	1473	2431	1459	2408	1448	2389	1439	2374	1329	2127	
		F	-1.2+88.4R	-0.1+70.7R	0.6+58.9R	1.1+50.5R	1.5+44.2R	1.8+39.3R	2.1+35.4R	2.3+32.1R	2.5+29.5R	
	18	qa	qf	1419	2614	1404	2316	1249	2061	1262	2082	1272	2098	1172	1933	1190	1963	1204	1987	1131	1866	
		F	-0.6+88.3R	0.5+70.6R	1.3+58.8R	1.8+50.4R	2.2+44.1R	2.6+39.2R	2.8+35.3R	3+32R	3.2+29.4R	
	24	qa	qf	1201	1982	1230	2029	1077	1777	1119	1846	1009	1666	1051	1735	967	1596	1006	1661	938	1548	
		F	-0.1+88.1R	1.1+70.4R	1.9+58.7R	2.4+50.3R	2.9+44R	3.2+39.1R	3.5+35.1R	3.7+31.9R	3.9+29.3R	

20	4	qa	qf	1278	2108	1275	2103	1273	2100	1271	2098	1270	2096	1269	2095	1265	2024	1046	1673	879	1406	
		F	-6.8+181.2R	-4.6+145R	-3.1+120.8R	-2.1+103.6R	-1.3+90.6R	-0.7+80.5R	-0.2+72.5R	0.2+65.9R	0.5+60.4R	
	6	qa	qf	1208	1993	1201	1982	1196	1973	1192	1967	1189	1963	1187	1959	1185	1956	1046	1673	879	1406	
		F	-6.5+181.2R	-4.3+144.9R	-2.8+120.8R	-1.8+103.5R	-1+90.6R	-0.4+80.5R	0.1+72.5R	0.5+65.9R	0.8+60.4R	
	8	qa	qf	1137	1875	1143	1886	1116	1841	1124	1855	1104	1822	1113	1836	1097	1810	1046	1673	879	1406	
		F	-6.2+181.1R	-4+144.9R	-2.5+120.8R	-1.5+103.5R	-0.7+90.6R	-0.1+80.5R	0.4+72.5R	0.8+65.9R	1.1+60.4R	
	12	qa	qf	1009	1664	986	1627	970	1601	958	1581	949	1565	941	1553	935	1543	930	1535	879	1406	
		F	-5.7+181.1R	-3.5+144.8R	-2+120.7R	-0.9+103.4R	-0.1+90.5R	0.5+80.4R	1+72.4R	1.4+65.8R	1.7+60.3R	
	18	qa	qf	908	1664	902	1488	808	1333	818	1350	826	1363	764	1261	777	1282	787	1298	741	1223	
		F	-5+180.9R	-2.7+144.7R	-1.2+120.5R	-0.1+103.3R	0.7+90.4R	1.3+80.3R	1.8+72.3R	2.2+65.7R	2.6+60.2R	
	24	qa	qf	770	1270	793	1309	698	1152	728	1200	659	1088	688	1135	635	1047	661	1091	618	1019	
		F	-4.4+180.7R	-2.1+144.5R	-0.5+120.4R	0.6+103.1R	1.4+90.2R	2.1+80.2R	2.6+72.2R	3+65.6R	3.4+60.1R	

22	4	qa	qf	923	1524	922	1521	921	1519	920	1518	919	1517	919	1516	918	1515	795	1272	668	1069	
		F	-12.3+286.3R	-8.9+229R	-6.6+190.9R	-4.9+163.6R	-3.7+143.1R	-2.8+127.2R	-2+114.5R	-1.4+104.1R	-0.8+95.4R	
	6	qa	qf	879	1450	875	1443	872	1439	870	1435	868	1432	867	1430	866	1428	795	1272	668	1069	
		F	-12+286.2R	-8.5+229R	-6.2+190.8R	-4.6+163.6R	-3.4+143.1R	-2.4+127.2R	-1.6+114.5R	-1+104.1R	-0.5+95.4R	
	8	qa	qf	832	1373	837	1381	819	1352	825	1362	812	1340	818	1350	808	1333	795	1272	668	1069	
		F	-11.7+286.2R	-8.2+229R	-5.9+190.8R	-4.3+163.5R	-3+143.1R	-2.1+127.2R	-1.3+114.5R	-0.7+104.1R	-0.2+95.4R	
	12	qa	qf	745	1229	730	1205	720	1188	712	1176	707	1166	702	1158	698	1152	695	1146	668	1069	
		F	-11.1+286.1R	-7.6+228.9R	-5.3+190.7R	-3.7+163.5R	-2.4+143R	-1.4+127.1R	-0.7+114.4R	0+104R	0.5+95.3R	
	18	qa	qf	673	1229	671	1107	605	998	613	1012	620	1022	576	950	585	966	593	978	560	925	
		F	-10.4+285.9R	-6.8+228.7R	-4.5+190.5R	-2.8+163.3R	-1.5+142.9R	-0.5+127R	0.3+114.3R	0.9+103.9R	1.4+95.2R	
	24	qa	qf	573	945	592	977	524	865	547	903	498	821	520	857	481	793	501	827	469	774	
		F	-9.7+285.7R	-6.1+228.5R	-3.7+190.4R	-2+163.1R	-0.7+142.7R	0.3+126.8R	1.1+114.1R	1.8+103.8R	2.3+95.1R	

36/7		Allowable Shear, qa(plf), Factored Shear, qf(plf)	B-36 & BF-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Button Punch and 0.5 in Effective Diameter Arc Spot Weld	
			4	5	6	7	8	9	10	11	12	

16	4	qa	qf	1758	2901	1588	2621	1471	2428	1386	2287	1321	2179	1270	2095	1228	2027	1194	1971	1166	1924	
		F	5.8+4.5R	6.6+3.1R	7.2+2.1R	7.7+1.5R	8.2+1R	8.7+0.6R	9+0.3R	9.4+0R	9.7+-0.2R	
	6	qa	qf	1521	2510	1342	2214	1219	2011	1127	1860	1053	1738	996	1643	950	1568	913	1506	882	1455	
		F	6.2+4.2R	7.2+2.7R	8+1.7R	8.7+0.9R	9.4+0.3R	9.9+-0.1R	10.5+-0.5R	11+-0.8R	11.5+-1.1R	
	8	qa	qf	1397	2306	1240	2045	1082	1786	1004	1657	910	1502	869	1434	807	1332	783	1291	739	1219	
		F	6.5+4R	7.5+2.5R	8.4+1.4R	9.3+0.5R	10.1+-0.1R	10.8+-0.6R	11.5+-1.1R	12.1+-1.4R	12.7+-1.7R	
	12	qa	qf	1271	2097	1077	1777	939	1550	841	1388	767	1266	710	1171	664	1096	627	1034	596	983	
		F	6.8+3.8R	7.9+2.2R	9+1R	10+0.1R	10.9+-0.7R	11.8+-1.3R	12.7+-1.8R	13.5+-2.3R	14.2+-2.7R	
	18	qa	qf	1206	2097	1020	1682	844	1392	759	1253	696	1148	615	1014	578	954	548	905	501	826	
		F	7+3.7R	8.2+2R	9.4+0.7R	10.6+-0.3R	11.6+-1.1R	12.7+-1.8R	13.7+-2.4R	14.6+-3R	15.5+-3.5R	
	24	qa	qf	1140	1881	962	1588	796	1314	718	1185	624	1030	583	962	521	860	496	819	453	747	
		F	7.1+3.6R	8.4+1.9R	9.7+0.6R	10.9+-0.5R	12+-1.4R	13.1+-2.1R	14.2+-2.8R	15.3+-3.4R	16.3+-4R	

18	4	qa	qf	1339	2210	1190	1964	1088	1795	1013	1671	951	1569	903	1490	864	1426	834	1376	810	1337	
		F	6.5+8.8R	7.4+6.5R	8.2+4.9R	8.8+3.8R	9.4+3R	9.9+2.3R	10.3+1.8R	10.7+1.4R	11+1.1R	
	6	qa	qf	1183	1952	1028	1696	914	1508	831	1371	768	1268	720	1188	681	1124	651	1074	627	1035	
		F	7+8.5R	8.1+6.1R	9+4.4R	9.9+3.2R	10.6+2.3R	11.3+1.5R	11.9+1R	12.5+0.5R	13+0.1R	
	8	qa	qf	1102	1819	957	1579	822	1357	752	1241	677	1117	639	1054	590	973	568	937	536	884	
		F	7.3+8.3R	8.5+5.8R	9.6+4.1R	10.5+2.8R	11.4+1.8R	12.2+1R	13+0.3R	13.7+-0.2R	14.4+-0.7R	
	12	qa	qf	1020	1683	847	1398	731	1206	648	1069	586	966	537	886	498	822	468	773	444	733	
		F	7.6+8.1R	9+5.5R	10.2+3.7R	11.3+2.3R	12.4+1.2R	13.4+0.3R	14.4+-0.5R	15.3+-1.2R	16.1+-1.7R	
	18	qa	qf	976	1683	811	1337	670	1105	596	983	540	891	476	786	444	732	418	690	384	633	
		F	7.9+7.9R	9.3+5.3R	10.7+3.3R	12+1.9R	13.2+0.7R	14.4+-0.4R	15.5+-1.2R	16.5+-2R	17.6+-2.6R	
	24	qa	qf	930	1535	774	1277	639	1055	570	940	494	815	456	752	407	672	385	636	353	583	
		F	8+7.8R	9.5+5.1R	10.9+3.2R	12.3+1.6R	13.6+0.4R	14.9+-0.7R	16.1+-1.6R	17.3+-2.5R	18.4+-3.2R	

20	4	qa	qf	777	1282	689	1136	628	1036	580	957	543	896	515	849	494	815	477	787	463	764	
		F	7.4+19.5R	8.6+15R	9.5+11.9R	10.3+9.8R	11+8.1R	11.6+6.9R	12.1+5.9R	12.6+5.1R	13+4.4R	
	6	qa	qf	688	1135	594	980	526	867	477	787	440	726	412	679	391	645	374	617	360	594	
		F	8+19.2R	9.4+14.5R	10.5+11.3R	11.5+9.1R	12.4+7.3R	13.3+6R	14+4.9R	14.7+4R	15.3+3.2R	
	8	qa	qf	642	1060	553	912	474	782	433	714	389	641	366	604	339	560	327	540	309	509	
		F	8.3+19R	9.8+14.2R	11.1+11R	12.3+8.6R	13.4+6.8R	14.3+5.3R	15.2+4.1R	16.1+3.2R	16.8+2.4R	
	12	qa	qf	593	979	491	810	422	697	374	617	337	556	309	509	288	475	271	447	257	424	
		F	8.7+18.7R	10.4+13.9R	11.9+10.5R	13.2+8R	14.5+6R	15.7+4.5R	16.8+3.2R	17.9+2.1R	18.9+1.2R	
	18	qa	qf	568	979	470	776	388	640	344	568	311	514	274	452	257	424	243	401	223	367	
		F	9+18.5R	10.8+13.6R	12.4+10.1R	13.9+7.5R	15.4+5.5R	16.8+3.8R	18.1+2.4R	19.3+1.1R	20.6+0.1R	
	24	qa	qf	542	894	450	742	371	612	329	544	286	471	263	434	236	390	224	370	205	339	
		F	9.1+18.4R	11+13.4R	12.7+9.9R	14.3+7.2R	15.9+5.1R	17.4+3.4R	18.8+1.9R	20.2+0.6R	21.5+-0.6R	

22	4	qa	qf	523	863	465	767	425	701	393	648	368	608	351	579	337	556	326	538	317	522	
		F	7.9+31.8R	9.3+24.8R	10.4+20R	11.3+16.7R	12.1+14.1R	12.8+12.2R	13.4+10.6R	13.9+9.3R	14.4+8.3R	
	6	qa	qf	462	762	399	658	353	583	321	530	297	490	279	461	266	438	254	420	245	404	
		F	8.5+31.4R	10.1+24.2R	11.5+19.4R	12.6+15.9R	13.7+13.2R	14.6+11.2R	15.4+9.5R	16.2+8.1R	16.9+7R	
	8	qa	qf	430	710	370	611	318	524	290	479	261	431	247	408	230	379	222	366	209	345	
		F	8.9+31.2R	10.6+23.9R	12.1+19R	13.5+15.4R	14.7+12.6R	15.8+10.5R	16.8+8.7R	17.7+7.3R	18.6+6.1R	
	12	qa	qf	395	652	327	540	282	465	250	412	225	372	208	343	194	320	183	302	174	286	
		F	9.3+30.9R	11.2+23.5R	12.9+18.4R	14.5+14.7R	15.9+11.8R	17.3+9.5R	18.5+7.7R	19.7+6.1R	20.8+4.7R	
	18	qa	qf	377	652	313	516	258	426	229	378	207	342	184	303	173	285	163	270	150	247	
		F	9.6+30.7R	11.7+23.2R	13.5+18R	15.3+14.2R	16.9+11.2R	18.5+8.8R	19.9+6.7R	21.3+5R	22.7+3.6R	
	24	qa	qf	359	593	299	493	246	406	219	361	189	313	176	290	158	261	150	248	138	227	
		F	9.7+30.6R	11.9+23.1R	13.9+17.8R	15.7+13.9R	17.5+10.8R	19.1+8.3R	20.7+6.2R	22.3+4.4R	23.8+2.9R	

36/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	B-36 & BF-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Button Punch and 0.5 in Effective Diameter Arc Spot Weld	
			4	5	6	7	8	9	10	11	12	

16	4	qa	qf	1372	2264	1275	2103	1206	1990	1155	1906	1116	1841	1085	1790	1060	1748	1039	1714	1021	1685	
		F	4.4+48.7R	5.8+38.5R	6.8+31.6R	7.6+26.8R	8.3+23.1R	8.9+20.3R	9.4+18.1R	9.8+16.3R	10.2+14.7R	
	6	qa	qf	1174	1938	1064	1755	987	1628	930	1534	886	1462	851	1405	823	1359	800	1321	781	1289	
		F	5.2+48.3R	6.8+37.9R	8.1+30.9R	9.2+26R	10.1+22.2R	10.9+19.3R	11.6+17R	12.2+15.2R	12.7+13.6R	
	8	qa	qf	1066	1759	972	1605	868	1431	825	1362	759	1252	734	1211	686	1131	672	1109	638	1052	
		F	5.7+48R	7.5+37.5R	9+30.4R	10.2+25.4R	11.3+21.6R	12.3+18.6R	13.1+16.2R	13.9+14.3R	14.6+12.7R	
	12	qa	qf	951	1570	828	1366	737	1216	668	1101	616	1016	575	949	543	895	516	852	495	816	
		F	6.3+47.6R	8.3+37R	10+29.8R	11.5+24.6R	12.9+20.6R	14.1+17.5R	15.2+15R	16.2+13R	17.2+11.2R	
	18	qa	qf	892	1570	777	1282	642	1059	586	967	544	898	480	791	457	754	438	723	399	659	
		F	6.7+47.3R	8.9+36.5R	10.9+29.2R	12.6+23.9R	14.2+19.8R	15.7+16.5R	17+13.9R	18.3+11.7R	19.5+9.8R	
	24	qa	qf	830	1370	720	1187	594	980	545	899	472	780	448	739	400	659	386	637	352	580	
		F	6.9+47.1R	9.3+36.3R	11.3+28.9R	13.2+23.5R	15+19.3R	16.6+15.9R	18.1+13.2R	19.6+10.9R	21+8.9R	

18	4	qa	qf	1039	1714	949	1565	885	1461	838	1383	803	1324	774	1277	751	1239	732	1208	716	1182	
		F	3.3+86.5R	5.2+68.6R	6.6+56.7R	7.7+48.2R	8.6+41.9R	9.4+36.9R	10+33R	10.5+29.8R	11+27.2R	
	6	qa	qf	903	1489	804	1327	735	1213	684	1129	640	1056	606	1000	579	955	558	920	542	894	
		F	4.2+86R	6.4+68R	8.1+55.9R	9.5+47.3R	10.6+40.9R	11.6+35.9R	12.4+31.9R	13.2+28.6R	13.8+25.9R	
	8	qa	qf	830	1369	743	1226	651	1075	606	1000	549	906	525	866	487	804	475	783	450	743	
		F	4.7+85.6R	7.1+67.5R	9+55.4R	10.6+46.7R	12+40.1R	13.1+35R	14.2+30.9R	15.1+27.6R	15.9+24.8R	
	12	qa	qf	754	1244	642	1059	560	924	501	827	457	755	423	698	396	653	375	619	359	592	
		F	5.4+85.2R	8+66.9R	10.2+54.6R	12.1+45.8R	13.7+39.1R	15.2+33.8R	16.5+29.6R	17.7+26.1R	18.9+23.2R	
	18	qa	qf	715	1244	606	999	499	824	449	741	412	679	362	598	341	563	325	537	298	492	
		F	5.8+84.9R	8.7+66.5R	11.2+54R	13.3+45R	15.2+38.1R	17+32.7R	18.6+28.3R	20.1+24.7R	21.5+21.7R	
	24	qa	qf	674	1112	569	939	469	773	423	698	366	604	342	564	305	503	292	482	268	442	
		F	6.1+84.7R	9.1+66.2R	11.7+53.7R	14+44.5R	16.1+37.6R	18+32R	19.8+27.6R	21.5+23.8R	23.1+20.7R	

20	4	qa	qf	602	993	548	904	510	842	482	796	461	761	444	733	431	710	419	692	410	676	
		F	-0.4+178.8R	2.7+142.4R	5+118.1R	6.7+100.8R	8+87.8R	9.2+77.7R	10.1+69.7R	10.9+63.1R	11.6+57.7R	
	6	qa	qf	524	865	466	768	425	701	391	645	365	602	345	569	331	546	319	527	310	511	
		F	0.6+178.2R	4+141.6R	6.6+117.2R	8.7+99.8R	10.3+86.7R	11.7+76.5R	12.9+68.4R	13.9+61.7R	14.9+56.2R	
	8	qa	qf	483	797	431	711	374	616	346	572	313	517	299	493	279	460	272	450	258	426	
		F	1.2+177.8R	4.9+141.1R	7.7+116.6R	10+99R	11.9+85.8R	13.5+75.5R	14.9+67.3R	16.2+60.6R	17.3+55R	
	12	qa	qf	440	726	370	611	322	531	288	474	262	432	242	399	228	375	216	357	207	341	
		F	1.9+177.4R	5.9+140.5R	9.1+115.7R	11.7+98R	13.9+84.6R	15.9+74.1R	17.6+65.8R	19.2+58.9R	20.6+53.2R	
	18	qa	qf	417	726	350	577	288	475	258	426	236	389	207	342	197	324	188	310	172	284	
		F	2.5+177R	6.7+139.9R	10.2+115R	13.1+97.1R	15.6+83.5R	17.9+72.9R	20+64.3R	21.9+57.3R	23.7+51.3R	
	24	qa	qf	391	645	329	543	270	446	243	402	210	347	196	323	176	290	169	279	155	256	
		F	2.8+176.8R	7.2+139.6R	10.8+114.6R	13.9+96.5R	16.6+82.8R	19.1+72.1R	21.4+63.4R	23.6+56.2R	25.6+50.2R	

22	4	qa	qf	406	669	370	611	346	571	328	540	314	517	303	499	294	484	286	472	280	462	
		F	-5.4+283.7R	-0.9+226.2R	2.3+187.9R	4.7+160.6R	6.6+140.1R	8.1+124.2R	9.3+111.5R	10.4+101.1R	11.3+92.4R	
	6	qa	qf	352	582	314	518	287	473	264	435	247	407	235	387	226	372	218	360	212	349	
		F	-4.3+283R	0.6+225.4R	4.1+186.9R	6.9+159.4R	9.1+138.8R	10.9+122.8R	12.4+110R	13.7+99.5R	14.9+90.8R	
	8	qa	qf	324	535	290	479	251	414	233	385	211	348	203	335	190	313	186	306	176	290	
		F	-3.6+282.6R	1.5+224.8R	5.3+186.2R	8.3+158.6R	10.8+137.9R	12.9+121.7R	14.6+108.8R	16.2+98.3R	17.6+89.5R	
	12	qa	qf	294	486	247	408	215	355	192	317	175	289	163	269	154	254	147	242	140	231	
		F	-2.8+282.1R	2.7+224.1R	6.8+185.3R	10.2+157.5R	13+136.5R	15.4+120.2R	17.6+107.1R	19.5+96.4R	21.2+87.5R	
	18	qa	qf	277	486	233	384	191	316	172	284	157	260	139	230	133	219	127	210	116	192	
		F	-2.2+281.6R	3.6+223.5R	8+184.5R	11.7+156.5R	14.9+135.3R	17.7+118.8R	20.2+105.6R	22.5+94.6R	24.6+85.5R	
	24	qa	qf	260	428	219	361	180	296	162	267	140	230	131	217	118	195	114	188	105	172	
		F	-1.8+281.4R	4.1+223.1R	8.7+184R	12.6+155.9R	16+134.6R	19+118R	21.7+104.6R	24.3+93.5R	26.6+84.2R	

Table 17: BN-36/ B-36S Shear and Flexibility

No.12 Self Drilling Screws to Supports with No.10 Screws Side Seam Attachment

Table 17: BN-36/ B-36S Shear and Flexibility

No.12 Self Drilling Screws to Supports with No.10 Screws Side Seam Attachment Continued..

Table 17: BN-36/ B-36S Shear and Flexibility

No.12 Self Drilling Screws to Supports with No.10 Screws Side Seam Attachment Continued..

Table 17: BN-36/ B-36S Shear and Flexibility

No.12 Self Drilling Screws to Supports with No.10 Screws Side Seam Attachment Continued..

Figure 17: DGN-32 Profile

Figure 18 DGNF-32

Figure 19: NN-32 Profile

Figure 20: 32/5 Attachment Pattern

Table 18: DGN-32, NN-32 Panel Properties (50 ksi)

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	W	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	Psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.97	0.0299	50	65	0.569	0.814	1.68	0.483	1.195	
20	2.35	0.0359	50	65	0.681	0.968	1.68	0.576	1.193	
18	3.10	0.0478	50	65	0.902	1.275	1.69	0.755	1.189	
16	3.86	0.0598	50	65	1.123	1.575	1.69	0.931	1.185	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.272	0.349	1.37	0.402	1.78	0.668	0.754	0.716	0.774	
20	0.372	0.446	1.41	0.505	1.76	0.848	0.930	0.888	0.943	
18	0.604	0.661	1.48	0.715	1.72	1.219	1.275	1.238	1.275	
16	0.871	0.879	1.54	0.927	1.70	1.556	1.575	1.563	1.575	

Table 19: DGN-32, NN-32 & DGNF-32 Web Crippling
Reactions at Supports (plf) Based on Web Crippling	
Gauge No.	
Condition	Bearing Length of Webs	
		Allowable	Factored	
		1"	1.5"	2"	3"	1"	1.5"	2"	3"	
22	End	500	566	622	716	764	866	952	1095	
	Interior	876	973	1056	1194	1303	1448	1570	1776	
20	End	709	799	876	1004	1084	1223	1340	1536	
	Interior	1240	1371	1482	1669	1844	2040	2205	2482	
18	End	1221	1367	1490	1697	1868	2092	2280	2597	
	Interior	2133	2343	2519	2816	3173	3485	3748	4189	
16	End	1864	2076	2254	2554	2852	3176	3449	3907	
	Interior	3260	3560	3814	4239	4849	5296	5673	6305	
	Constants	h = 3.06"	r = 0.125"	θ = 70.7°		

Table 20: DGN-32, NN-32 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	435	193	109	70	48	36	27	21	17	
		Φ fb	654	291	163	105	73	53	41	32	26	
		L/360	-	139	59	30	17	11	7	5	4	
		L/240	-	-	88	45	26	16	11	8	6	
		L/180	-	-	-	60	35	22	15	10	8	
		L/120	-	-	-	-	-	33	22	15	11	

DS	fb / Ω	502	223	125	80	56	41	31	25	20	
		Φ fb	754	335	189	121	84	62	47	37	30	
		L/360	-	-	-	-	47	30	20	14	10	
		L/240	-	-	-	-	-	-	30	21	15	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	627	279	157	100	70	51	39	31	25	
		Φ fb	943	419	236	151	105	77	59	47	38	
		L/360	-	-	125	64	37	23	16	11	8	
		L/240	-	-	-	96	56	35	23	16	12	
		L/180	-	-	-	-	-	47	31	22	16	
		L/120	-	-	-	-	-	-	-	-	24	

20	

SS	fb / Ω	557	247	139	89	62	45	35	27	22	
		Φ fb	837	372	209	134	93	68	52	41	33	
		L/360	-	171	72	37	21	13	9	6	5	
		L/240	-	-	109	56	32	20	14	10	7	
		L/180	-	-	-	74	43	27	18	13	9	
		L/120	-	-	-	-	-	40	27	19	14	

DS	fb / Ω	630	280	158	101	70	51	39	31	25	
		Φ fb	947	421	237	152	105	77	59	47	38	
		L/360	-	-	-	99	58	36	24	17	12	
		L/240	-	-	-	-	-	-	36	26	19	
		L/180	-	-	-	-	-	-	-	-	25	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	788	350	197	126	88	64	49	39	32	
		Φ fb	1184	526	296	189	132	97	74	58	47	
		L/360	-	-	152	78	45	28	19	13	10	
		L/240	-	-	-	117	68	43	29	20	15	
		L/180	-	-	-	-	-	57	38	27	19	
		L/120	-	-	-	-	-	-	-	-	29	

Table 20: DGN-32, NN-32 Out-of-Plane Capacities (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	825	367	206	132	92	67	52	41	33	
		Φ fb	1240	551	310	198	138	101	77	61	50	
		L/360	801	237	100	51	30	19	13	9	6	
		L/240	-	356	150	77	44	28	19	13	10	
		L/180	-	-	200	102	59	37	25	18	13	
		L/120	-	-	-	-	89	56	38	26	19	

DS	fb / Ω	892	396	223	143	99	73	56	44	36	
		Φ fb	1341	596	335	215	149	109	84	66	54	
		L/360	-	-	-	134	78	49	33	23	17	
		L/240	-	-	-	-	-	-	49	35	25	
		L/180	-	-	-	-	-	-	-	-	34	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1115	496	279	178	124	91	70	55	45	
		Φ fb	1676	745	419	268	186	137	105	83	67	
		L/360	-	487	205	105	61	38	26	18	13	
		L/240	-	-	-	158	91	57	39	27	20	
		L/180	-	-	-	-	122	77	51	36	26	
		L/120	-	-	-	-	-	-	-	54	39	

16	

SS	fb / Ω	1097	487	274	175	122	90	69	54	44	
		Φ fb	1648	733	412	264	183	135	103	81	66	
		L/360	1029	305	129	66	38	24	16	11	8	
		L/240	-	458	193	99	57	36	24	17	12	
		L/180	-	-	257	132	76	48	32	23	16	
		L/120	-	-	-	-	114	72	48	34	25	

DS	fb / Ω	1156	514	289	185	128	94	72	57	46	
		Φ fb	1737	772	434	278	193	142	109	86	69	
		L/360	-	-	-	166	96	60	40	28	21	
		L/240	-	-	-	-	-	91	61	43	31	
		L/180	-	-	-	-	-	-	-	57	41	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1445	642	361	231	161	118	90	71	58	
		Φ fb	2172	965	543	347	241	177	136	107	87	
		L/360	-	601	254	130	75	47	32	22	16	
		L/240	-	-	-	195	113	71	48	33	24	
		L/180	-	-	-	-	150	95	63	45	32	
		L/120	-	-	-	-	-	-	-	67	49	

Table 21: DGNF-32 Properties
Panel Properties	

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.96	.0359/.036	50	65	1.114	1.740	1.07	0.867	1.250	
20/18	4.44	.0359/.047	50	65	1.254	1.877	0.96	0.884	1.223	
20/16	4.96	.0359/.059	50	65	1.406	1.999	0.87	0.899	1.192	
18/20	4.71	.0478/.036	50	65	1.330	2.143	1.19	1.129	1.269	
18/18	5.19	.0478/.047	50	65	1.470	2.316	1.09	1.153	1.255	
18/16	5.71	.0478/.059	50	65	1.622	2.474	1.00	1.173	1.235	
16/20	5.47	.0598/.036	50	65	1.547	2.522	1.27	1.385	1.277	
16/18	5.95	.0598/.047	50	65	1.687	2.725	1.18	1.415	1.271	
16/16	6.47	.0598/.059	50	65	1.839	2.914	1.10	1.442	1.259	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Compression Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.547	0.488	0.76	0.808	1.39	1.381	1.454	1.501	1.549	
20/18	0.622	0.490	0.66	0.838	1.24	1.480	1.623	1.612	1.708	
20/16	0.729	0.522	0.62	0.863	1.11	1.515	1.816	1.676	1.877	
18/20	0.784	0.798	0.99	1.057	1.45	1.835	1.839	1.938	1.940	
18/18	0.859	0.816	0.90	1.093	1.33	1.972	2.019	2.087	2.118	
18/16	0.966	0.810	0.81	1.123	1.22	2.107	2.234	2.230	2.314	
16/20	1.057	1.073	1.13	1.306	1.49	2.316	2.218	2.385	2.319	
16/18	1.132	1.098	1.04	1.346	1.39	2.495	2.405	2.572	2.512	
16/16	1.238	1.119	0.96	1.380	1.30	2.661	2.636	2.746	2.729	

Table 22: DGNF-32 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	609	271	152	97	68	50	38	30	24	
		Φ fb	915	407	229	146	102	75	57	45	37	
		L/360	-	-	128	66	38	24	16	11	8	
		L/240	-	-	-	-	57	36	24	17	12	
		L/180	-	-	-	-	-	48	32	22	16	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	1008	448	252	161	112	82	63	50	40	
		Φ fb	1516	674	379	242	168	124	95	75	61	
		L/360	-	-	-	-	94	59	40	28	20	
		L/240	-	-	-	-	-	-	60	42	31	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	951	423	238	152	106	78	59	47	38	
		Φ fb	1430	636	357	229	159	117	89	71	57	
		L/360	-	-	-	149	86	54	36	26	19	
		L/240	-	-	-	-	-	-	55	38	28	
		L/180	-	-	-	-	-	-	-	-	37	
		L/120	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	611	272	153	98	68	50	38	30	24	
		Φ fb	919	408	230	147	102	75	57	45	37	
		L/360	-	-	138	70	41	26	17	12	9	
		L/240	-	-	-	-	61	39	26	18	13	
		L/180	-	-	-	-	-	-	34	24	18	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	1045	464	261	167	116	85	65	52	42	
		Φ fb	1571	698	393	251	175	128	98	78	63	
		L/360	-	-	-	-	104	66	44	31	22	
		L/240	-	-	-	-	-	-	-	46	34	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	955	424	239	153	106	78	60	47	38	
		Φ fb	1435	638	359	230	159	117	90	71	57	
		L/360	-	-	-	-	95	60	40	28	21	
		L/240	-	-	-	-	-	-	-	42	31	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	652	290	163	104	72	53	41	32	26	
		Φ fb	979	435	245	157	109	80	61	48	39	
		L/360	-	-	143	73	42	27	18	13	9	
		L/240	-	-	-	-	64	40	27	19	14	
		L/180	-	-	-	-	-	-	36	25	18	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	1076	478	269	172	120	88	67	53	43	
		Φ fb	1617	719	404	259	180	132	101	80	65	
		L/360	-	-	-	-	114	72	48	34	25	
		L/240	-	-	-	-	-	-	-	51	37	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1018	453	255	163	113	83	64	50	41	
		Φ fb	1530	680	383	245	170	125	96	76	61	
		L/360	-	-	-	-	105	66	44	31	23	
		L/240	-	-	-	-	-	-	-	47	34	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	995	442	249	159	111	81	62	49	40	
		Φ fb	1495	665	374	239	166	122	93	74	60	
		L/360	-	392	165	85	49	31	21	15	11	
		L/240	-	-	248	127	74	46	31	22	16	
		L/180	-	-	-	-	98	62	41	29	21	
		L/120	-	-	-	-	-	-	62	44	32	

DS	fb / Ω	1319	586	330	211	147	108	82	65	53	
		Φ fb	1983	881	496	317	220	162	124	98	79	
		L/360	-	-	-	204	118	74	50	35	26	
		L/240	-	-	-	-	-	-	75	53	38	
		L/180	-	-	-	-	-	-	-	-	51	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1555	691	389	249	173	127	97	77	62	
		Φ fb	2336	1038	584	374	260	191	146	115	93	
		L/360	-	-	366	187	108	68	46	32	23	
		L/240	-	-	-	-	162	102	69	48	35	
		L/180	-	-	-	-	-	-	91	64	47	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	1018	452	254	163	113	83	64	50	41	
		Φ fb	1529	680	382	245	170	125	96	76	61	
		L/360	-	422	178	91	53	33	22	16	11	
		L/240	-	-	-	137	79	50	33	23	17	
		L/180	-	-	-	-	106	66	45	31	23	
		L/120	-	-	-	-	-	-	-	47	34	

DS	fb / Ω	1363	606	341	218	151	111	85	67	55	
		Φ fb	2049	911	512	328	228	167	128	101	82	
		L/360	-	-	-	-	129	81	54	38	28	
		L/240	-	-	-	-	-	-	82	57	42	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1590	707	397	254	177	130	99	79	64	
		Φ fb	2390	1062	597	382	266	195	149	118	96	
		L/360	-	-	-	204	118	74	50	35	26	
		L/240	-	-	-	-	-	112	75	53	38	
		L/180	-	-	-	-	-	-	-	70	51	
		L/120	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	1011	449	253	162	112	82	63	50	40	
		Φ fb	1519	675	380	243	169	124	95	75	61	
		L/360	-	-	190	97	56	36	24	17	12	
		L/240	-	-	-	146	85	53	36	25	18	
		L/180	-	-	-	-	-	71	48	33	24	
		L/120	-	-	-	-	-	-	-	-	37	

DS	fb / Ω	1401	623	350	224	156	114	88	69	56	
		Φ fb	2105	936	526	337	234	172	132	104	84	
		L/360	-	-	-	-	141	89	59	42	30	
		L/240	-	-	-	-	-	-	-	63	46	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1579	702	395	253	175	129	99	78	63	
		Φ fb	2373	1055	593	380	264	194	148	117	95	
		L/360	-	-	-	223	129	81	54	38	28	
		L/240	-	-	-	-	-	122	82	57	42	
		L/180	-	-	-	-	-	-	-	77	56	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	1338	595	335	214	149	109	84	66	54	
		Φ fb	2011	894	503	322	223	164	126	99	80	
		L/360	-	483	204	104	60	38	25	18	13	
		L/240	-	-	305	156	90	57	38	27	20	
		L/180	-	-	-	208	121	76	51	36	26	
		L/120	-	-	-	-	-	-	76	54	39	

DS	fb / Ω	1630	724	407	261	181	133	102	80	65	
		Φ fb	2449	1089	612	392	272	200	153	121	98	
		L/360	-	-	-	244	141	89	60	42	31	
		L/240	-	-	-	-	-	-	89	63	46	
		L/180	-	-	-	-	-	-	-	-	61	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	2037	905	509	326	226	166	127	101	81	
		Φ fb	3062	1361	765	490	340	250	191	151	122	
		L/360	-	-	437	224	129	82	55	38	28	
		L/240	-	-	-	-	194	122	82	58	42	
		L/180	-	-	-	-	-	163	109	77	56	
		L/120	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	1369	609	342	219	152	112	86	68	55	
		Φ fb	2058	915	515	329	229	168	129	102	82	
		L/360	-	520	220	112	65	41	27	19	14	
		L/240	-	-	329	169	98	61	41	29	21	
		L/180	-	-	-	-	130	82	55	39	28	
		L/120	-	-	-	-	-	-	82	58	42	

DS	fb / Ω	1679	746	420	269	187	137	105	83	67	
		Φ fb	2523	1121	631	404	280	206	158	125	101	
		L/360	-	-	-	264	153	96	65	45	33	
		L/240	-	-	-	-	-	-	97	68	50	
		L/180	-	-	-	-	-	-	-	-	66	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	2098	933	525	336	233	171	131	104	84	
		Φ fb	3154	1402	788	505	350	257	197	156	126	
		L/360	-	-	473	242	140	88	59	42	30	
		L/240	-	-	-	-	210	132	89	62	45	
		L/180	-	-	-	-	-	-	118	83	61	
		L/120	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	1396	621	349	223	155	114	87	69	56	
		Φ fb	2099	933	525	336	233	171	131	104	84	
		L/360	-	556	234	120	69	44	29	21	15	
		L/240	-	-	-	180	104	66	44	31	23	
		L/180	-	-	-	-	139	87	59	41	30	
		L/120	-	-	-	-	-	-	-	62	45	

DS	fb / Ω	1721	765	430	275	191	141	108	85	69	
		Φ fb	2587	1150	647	414	287	211	162	128	103	
		L/360	-	-	-	-	166	105	70	49	36	
		L/240	-	-	-	-	-	-	105	74	54	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	2152	956	538	344	239	176	134	106	86	
		Φ fb	3234	1437	809	517	359	264	202	160	129	
		L/360	-	-	514	263	152	96	64	45	33	
		L/240	-	-	-	-	228	144	96	68	49	
		L/180	-	-	-	-	-	-	129	90	66	
		L/120	-	-	-	-	-	-	-	-	-	

Table 23: DGN-32 and DGNF-32 Shear and Flexibility
DGN-32 and DGNF-32 with DeltaGrip and 0.5” Effective Diameter Arc Spot Welds

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and #12 HWH Screws

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and #12 HWH Screws

Support Fasteners	
Gage	Seam Spacing (in)	Deck Span (ft)	Allowable Shear, qa(plf), Factored Shear, qf(plf) and Flexibility Factor, F((in./lb)x106)	
				4	6	8	10	12	14	16	18	20	

32/7	

16	4	qa	qf	2347	2347	2342	2342	2340	2340	2339	2339	2338	2338	2337	2337	2337	2337	1869	1869	1514	1514	
			F	1.6+12.3R	1.9+8.2R	2+6.2R	2.1+4.9R	2.1+4.1R	2.1+3.5R	2.2+3.1R	2.2+2.7R	2.2+2.5R	
		6	qa	qf	2263	3678	2252	3659	2246	3650	2242	3644	2240	3639	2238	3636	2236	3441	1869	2990	1514	2422	
			F	1.7+12.3R	1.9+8.2R	2.1+6.1R	2.1+4.9R	2.2+4.1R	2.2+3.5R	2.2+3.1R	2.3+2.7R	2.3+2.5R	
		8	qa	qf	2170	3525	2148	3491	2137	3472	2130	3461	2125	3452	2121	3447	2118	3441	1869	2990	1514	2422	
			F	1.8+12.3R	2+8.2R	2.1+6.1R	2.2+4.9R	2.2+4.1R	2.3+3.5R	2.3+3.1R	2.3+2.7R	2.3+2.5R	
		12	qa	qf	1982	3221	1937	3147	1912	3107	1896	3081	1885	3064	1877	3051	1871	3041	1867	2990	1514	2422	
			F	1.9+12.3R	2.1+8.2R	2.3+6.1R	2.3+4.9R	2.4+4.1R	2.4+3.5R	2.4+3.1R	2.5+2.7R	2.5+2.5R	
		18	qa	qf	1816	3221	1664	2703	1709	2777	1631	2650	1573	2556	1616	2626	1574	2558	1540	2503	1514	2422	
			F	2.1+12.3R	2.3+8.2R	2.5+6.1R	2.5+4.9R	2.6+4.1R	2.6+3.5R	2.6+3.1R	2.7+2.7R	2.7+2.4R	
		24	qa	qf	1562	2538	1457	2368	1399	2274	1363	2214	1338	2174	1319	2144	1305	2121	1294	2103	1285	2089	
			F	2.2+12.2R	2.5+8.1R	2.6+6.1R	2.7+4.9R	2.8+4.1R	2.8+3.5R	2.8+3.1R	2.9+2.7R	2.9+2.4R	
		36	qa	qf	1562	2538	1186	1927	1190	1934	1193	1938	1033	1678	1058	1719	1077	1750	978	1589	1002	1628	
			F	2.5+12.2R	2.8+8.1R	3+6.1R	3.1+4.8R	3.2+4R	3.2+3.5R	3.2+3R	3.3+2.7R	3.3+2.4R	

18	4	qa	qf	1919	1919	1913	1913	1910	1910	1908	1908	1906	1906	1905	1905	1706	1706	1348	1348	1092	1092	
			F	1.7+21.5R	2.1+14.4R	2.3+10.8R	2.5+8.6R	2.6+7.2R	2.6+6.2R	2.7+5.4R	2.7+4.8R	2.7+4.3R	
		6	qa	qf	1824	2964	1809	2939	1800	2926	1795	2917	1792	2911	1789	2907	1706	2730	1348	2157	1092	1747	
			F	1.8+21.5R	2.2+14.4R	2.5+10.8R	2.6+8.6R	2.7+7.2R	2.7+6.2R	2.8+5.4R	2.8+4.8R	2.8+4.3R	
		8	qa	qf	1725	2803	1698	2759	1683	2734	1673	2719	1667	2708	1662	2700	1658	2695	1348	2157	1092	1747	
			F	1.9+21.5R	2.3+14.3R	2.6+10.8R	2.7+8.6R	2.8+7.2R	2.8+6.1R	2.9+5.4R	2.9+4.8R	3+4.3R	
		12	qa	qf	1542	2506	1490	2421	1461	2374	1442	2344	1430	2323	1420	2308	1413	2297	1348	2157	1092	1747	
			F	2.1+21.5R	2.5+14.3R	2.8+10.7R	2.9+8.6R	3+7.2R	3+6.1R	3.1+5.4R	3.1+4.8R	3.2+4.3R	
		18	qa	qf	1394	2506	1250	2031	1279	2079	1208	1963	1156	1878	1189	1932	1152	1871	1121	1822	1092	1747	
			F	2.4+21.5R	2.8+14.3R	3.1+10.7R	3.2+8.6R	3.3+7.1R	3.4+6.1R	3.4+5.4R	3.4+4.8R	3.5+4.3R	
		24	qa	qf	1186	1927	1083	1760	1027	1669	992	1611	967	1572	950	1543	936	1521	926	1504	917	1490	
			F	2.6+21.4R	3.1+14.2R	3.3+10.7R	3.5+8.5R	3.6+7.1R	3.7+6.1R	3.7+5.3R	3.8+4.7R	3.8+4.3R	
		36	qa	qf	1186	1927	879	1429	869	1412	863	1402	740	1202	754	1225	765	1243	690	1122	706	1146	
			F	3+21.3R	3.6+14.1R	3.9+10.6R	4+8.5R	4.2+7R	4.2+6R	4.3+5.3R	4.3+4.7R	4.4+4.2R	

20	4	qa	qf	1403	1403	1394	1394	1389	1389	1386	1386	1384	1384	1383	1383	1120	1120	885	885	717	717	
			F	1.4+44.1R	2.3+29.4R	2.8+22R	3+17.6R	3.2+14.7R	3.3+12.6R	3.4+11R	3.5+9.8R	3.6+8.8R	
		6	qa	qf	1304	2118	1283	2085	1272	2066	1264	2055	1259	2047	1256	2041	1120	1791	885	1416	717	1147	
			F	1.6+44R	2.5+29.4R	2.9+22R	3.2+17.6R	3.4+14.7R	3.5+12.6R	3.6+11R	3.7+9.8R	3.7+8.8R	
		8	qa	qf	1209	1964	1175	1910	1157	1880	1145	1861	1137	1848	1131	1838	1120	1791	885	1416	717	1147	
			F	1.8+44R	2.7+29.3R	3.1+22R	3.4+17.6R	3.6+14.7R	3.7+12.6R	3.8+11R	3.9+9.8R	3.9+8.8R	
		12	qa	qf	1054	1712	998	1622	967	1572	948	1540	934	1518	925	1502	917	1490	885	1416	717	1147	
			F	2.1+44R	3+29.3R	3.5+22R	3.7+17.6R	3.9+14.6R	4.1+12.5R	4.2+11R	4.2+9.8R	4.3+8.8R	
		18	qa	qf	941	1712	819	1331	830	1349	772	1255	731	1188	751	1221	723	1175	700	1137	717	1147	
			F	2.5+43.9R	3.5+29.2R	4+21.9R	4.3+17.5R	4.4+14.6R	4.6+12.5R	4.7+10.9R	4.8+9.7R	4.8+8.7R	
		24	qa	qf	796	1294	706	1147	657	1067	626	1017	605	983	590	958	578	940	569	925	562	913	
			F	2.9+43.8R	3.9+29.1R	4.4+21.8R	4.7+17.4R	4.9+14.5R	5.1+12.4R	5.2+10.9R	5.3+9.7R	5.4+8.7R	
		36	qa	qf	796	1294	576	936	556	904	544	884	462	751	467	759	470	764	422	686	430	698	
			F	3.5+43.5R	4.7+28.9R	5.3+21.6R	5.6+17.3R	5.9+14.4R	6.1+12.3R	6.2+10.8R	6.3+9.5R	6.4+8.6R	

22	4	qa	qf	1175	1175	1163	1163	1157	1157	1153	1153	1150	1150	1120	1120	857	857	677	677	549	549	
			F	0.8+69.6R	2.2+46.4R	2.9+34.8R	3.3+27.8R	3.6+23.2R	3.8+19.9R	3.9+17.4R	4.1+15.5R	4.2+13.9R	
		6	qa	qf	1073	1744	1049	1704	1035	1682	1027	1668	1021	1659	1016	1652	857	1372	677	1084	549	878	
			F	1+69.5R	2.5+46.4R	3.2+34.8R	3.6+27.8R	3.9+23.2R	4.1+19.9R	4.2+17.4R	4.3+15.5R	4.4+13.9R	
		8	qa	qf	983	1597	946	1537	925	1504	912	1482	903	1468	897	1457	857	1372	677	1084	549	878	
			F	1.3+69.5R	2.7+46.3R	3.4+34.7R	3.8+27.8R	4.1+23.2R	4.3+19.9R	4.5+17.4R	4.6+15.4R	4.7+13.9R	
		12	qa	qf	846	1374	789	1282	758	1231	738	1199	724	1177	714	1161	707	1148	677	1084	549	878	
			F	1.7+69.4R	3.2+46.3R	3.9+34.7R	4.3+27.7R	4.6+23.1R	4.8+19.8R	5+17.3R	5.1+15.4R	5.2+13.9R	
		18	qa	qf	752	1374	642	1043	644	1047	594	966	559	908	573	931	549	892	529	860	542	878	
			F	2.2+69.3R	3.8+46.1R	4.6+34.6R	5+27.6R	5.4+23R	5.6+19.7R	5.8+17.3R	5.9+15.3R	6+13.8R	
		24	qa	qf	638	1036	554	900	509	827	481	781	461	750	447	727	437	710	429	696	422	686	
			F	2.7+69.1R	4.3+46R	5.2+34.4R	5.7+27.5R	6+22.9R	6.3+19.6R	6.5+17.2R	6.6+15.3R	6.7+13.7R	
		36	qa	qf	638	1036	452	735	433	703	418	680	351	570	354	576	356	578	317	516	323	525	
			F	3.5+68.8R	5.3+45.7R	6.3+34.1R	6.9+27.2R	7.3+22.7R	7.6+19.4R	7.8+16.9R	8+15R	8.1+13.5R	

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued)
DGN-32 and DGNF-32 with DeltaGrip and HILTI X-EDN19, EDNK-22 & HSN-24

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued)
DGN-32 and DGNF-32 with DeltaGrip and HILTI X-EDN19, EDNK-22 & HSN-24

Support Fasteners	
Gage	Seam Spacin g (in)	Deck Span (ft)	Allowable Shear, qa(plf), Factored Shear, qf(plf) and Flexibility Factor, F((in./lb)x106)	
				4	6	8	10	12	14	16	18	20	

32/7	

16	4	qa	qf	2931	4763	2923	4751	2920	4744	2917	4740	2915	4737	2914	4735	2365	3784	1869	2990	1514	2422	
			F	1.6+12.3R	1.9+8.2R	2+6.2R	2.1+4.9R	2.1+4.1R	2.1+3.5R	2.2+3.1R	2.2+2.7R	2.2+2.5R	
		6	qa	qf	2801	4552	2781	4520	2771	4502	2764	4491	2759	4484	2756	4479	2365	3784	1869	2990	1514	2422	
			F	1.7+12.3R	1.9+8.2R	2.1+6.1R	2.1+4.9R	2.2+4.1R	2.2+3.5R	2.2+3.1R	2.3+2.7R	2.3+2.5R	
		8	qa	qf	2662	4325	2626	4267	2606	4234	2593	4214	2585	4200	2579	4190	2365	3784	1869	2990	1514	2422	
			F	1.8+12.3R	2+8.2R	2.1+6.1R	2.2+4.9R	2.2+4.1R	2.3+3.5R	2.3+3.1R	2.3+2.7R	2.3+2.5R	
		12	qa	qf	2397	3895	2325	3779	2286	3714	2261	3673	2243	3645	2231	3625	2221	3609	1869	2990	1514	2422	
			F	1.9+12.3R	2.1+8.2R	2.3+6.1R	2.3+4.9R	2.4+4.1R	2.4+3.5R	2.4+3.1R	2.5+2.7R	2.5+2.5R	
		18	qa	qf	2176	3895	1965	3193	2015	3275	1909	3102	1832	2977	1884	3062	1829	2971	1783	2898	1514	2422	
			F	2.1+12.3R	2.3+8.2R	2.5+6.1R	2.5+4.9R	2.6+4.1R	2.6+3.5R	2.6+3.1R	2.7+2.7R	2.7+2.4R	
		24	qa	qf	1857	3017	1708	2776	1627	2644	1576	2560	1540	2503	1515	2461	1495	2430	1480	2405	1467	2385	
			F	2.2+12.2R	2.5+8.1R	2.6+6.1R	2.7+4.9R	2.8+4.1R	2.8+3.5R	2.8+3.1R	2.9+2.7R	2.9+2.4R	
		36	qa	qf	1857	3017	1387	2253	1378	2239	1373	2231	1181	1919	1206	1960	1225	1990	1107	1799	1133	1841	
			F	2.5+12.2R	2.8+8.1R	3+6.1R	3.1+4.8R	3.2+4R	3.2+3.5R	3.2+3R	3.3+2.7R	3.3+2.4R	

18	4	qa	qf	2399	3899	2395	3892	2393	3888	2392	3886	2391	3885	2229	3566	1706	2730	1348	2157	1092	1747	
			F	1.7+21.5R	2.1+14.4R	2.3+10.8R	2.5+8.6R	2.6+7.2R	2.6+6.2R	2.7+5.4R	2.7+4.8R	2.7+4.3R	
		6	qa	qf	2315	3761	2303	3743	2297	3733	2293	3727	2291	3723	2229	3566	1706	2730	1348	2157	1092	1747	
			F	1.8+21.5R	2.2+14.4R	2.5+10.8R	2.6+8.6R	2.7+7.2R	2.7+6.2R	2.8+5.4R	2.8+4.8R	2.8+4.3R	
		8	qa	qf	2220	3607	2198	3572	2187	3553	2179	3541	2174	3533	2171	3527	1706	2730	1348	2157	1092	1747	
			F	1.9+21.5R	2.3+14.3R	2.6+10.8R	2.7+8.6R	2.8+7.2R	2.8+6.1R	2.9+5.4R	2.9+4.8R	3+4.3R	
		12	qa	qf	2029	3297	1983	3222	1958	3181	1942	3155	1931	3138	1923	3125	1706	2730	1348	2157	1092	1747	
			F	2.1+21.5R	2.5+14.3R	2.8+10.7R	2.9+8.6R	3+7.2R	3+6.1R	3.1+5.4R	3.1+4.8R	3.2+4.3R	
		18	qa	qf	1859	3297	1704	2770	1751	2845	1671	2716	1612	2620	1657	2692	1614	2623	1348	2157	1092	1747	
			F	2.3+21.4R	2.8+14.3R	3.1+10.7R	3.2+8.6R	3.3+7.1R	3.4+6.1R	3.4+5.4R	3.4+4.8R	3.5+4.3R	
		24	qa	qf	1600	2600	1493	2426	1434	2331	1397	2270	1372	2229	1353	2199	1339	2176	1328	2157	1092	1747	
			F	2.6+21.4R	3.1+14.2R	3.3+10.7R	3.5+8.5R	3.6+7.1R	3.7+6.1R	3.7+5.3R	3.8+4.7R	3.8+4.3R	
		36	qa	qf	1600	2600	1216	1976	1220	1983	1223	1988	1059	1721	1086	1764	1105	1796	1003	1630	1028	1671	
			F	3+21.3R	3.6+14.1R	3.9+10.6R	4+8.5R	4.1+7R	4.2+6R	4.3+5.3R	4.3+4.7R	4.4+4.2R	

20	4	qa	qf	1702	2765	1687	2742	1679	2729	1674	2721	1671	2715	1462	2340	1120	1791	885	1416	717	1147	
			F	1.4+44R	2.3+29.4R	2.8+22R	3+17.6R	3.2+14.7R	3.3+12.6R	3.4+11R	3.5+9.8R	3.6+8.8R	
		6	qa	qf	1563	2539	1531	2487	1513	2458	1502	2440	1494	2428	1462	2340	1120	1791	885	1416	717	1147	
			F	1.6+44R	2.5+29.4R	2.9+22R	3.2+17.6R	3.4+14.7R	3.5+12.6R	3.6+11R	3.7+9.8R	3.7+8.8R	
		8	qa	qf	1437	2335	1387	2254	1359	2209	1342	2181	1330	2161	1321	2147	1120	1791	885	1416	717	1147	
			F	1.8+44R	2.7+29.3R	3.1+22R	3.4+17.6R	3.6+14.7R	3.7+12.6R	3.8+11R	3.9+9.8R	3.9+8.8R	
		12	qa	qf	1240	2015	1162	1889	1119	1819	1092	1775	1074	1745	1060	1723	1050	1706	885	1416	717	1147	
			F	2.1+44R	3+29.3R	3.5+22R	3.7+17.6R	3.9+14.6R	4.1+12.5R	4.2+11R	4.2+9.8R	4.3+8.8R	
		18	qa	qf	1104	2015	948	1541	954	1551	883	1434	832	1352	853	1386	818	1329	790	1284	717	1147	
			F	2.5+43.9R	3.5+29.2R	4+21.9R	4.2+17.5R	4.4+14.6R	4.6+12.5R	4.7+10.9R	4.8+9.7R	4.8+8.7R	
		24	qa	qf	935	1520	817	1328	754	1225	714	1160	687	1116	667	1084	652	1060	640	1041	631	1025	
			F	2.9+43.7R	3.9+29.1R	4.4+21.8R	4.7+17.4R	4.9+14.5R	5.1+12.4R	5.2+10.9R	5.3+9.7R	5.4+8.7R	
		36	qa	qf	935	1520	669	1088	640	1040	621	1009	524	851	529	859	531	862	475	773	483	784	
			F	3.5+43.5R	4.6+28.9R	5.2+21.6R	5.6+17.3R	5.9+14.4R	6+12.3R	6.2+10.7R	6.3+9.5R	6.4+8.6R	

22	4	qa	qf	1397	2270	1381	2244	1372	2230	1367	2221	1363	2215	1120	1791	857	1372	677	1084	549	878	
			F	0.8+69.6R	2.2+46.4R	2.9+34.8R	3.3+27.8R	3.6+23.2R	3.8+19.9R	3.9+17.4R	4.1+15.5R	4.2+13.9R	
		6	qa	qf	1268	2061	1236	2008	1218	1979	1206	1960	1198	1948	1120	1791	857	1372	677	1084	549	878	
			F	1+69.5R	2.5+46.4R	3.2+34.8R	3.6+27.8R	3.9+23.2R	4.1+19.9R	4.2+17.4R	4.3+15.5R	4.4+13.9R	
		8	qa	qf	1157	1880	1109	1802	1082	1758	1065	1731	1053	1712	1045	1698	857	1372	677	1084	549	878	
			F	1.3+69.5R	2.7+46.3R	3.4+34.7R	3.8+27.8R	4.1+23.2R	4.3+19.9R	4.5+17.4R	4.6+15.4R	4.7+13.9R	
		12	qa	qf	992	1611	920	1495	880	1430	855	1390	838	1362	826	1342	816	1326	677	1084	549	878	
			F	1.7+69.4R	3.1+46.3R	3.9+34.7R	4.3+27.7R	4.6+23.1R	4.8+19.8R	5+17.3R	5.1+15.4R	5.2+13.9R	
		18	qa	qf	881	1611	748	1215	747	1214	687	1116	645	1048	660	1072	631	1025	608	988	549	878	
			F	2.2+69.3R	3.8+46.1R	4.6+34.6R	5+27.6R	5.3+23R	5.6+19.7R	5.7+17.3R	5.9+15.3R	6+13.8R	
		24	qa	qf	748	1216	646	1049	590	959	556	903	532	865	515	837	502	816	492	799	484	786	
			F	2.7+69.1R	4.3+46R	5.2+34.4R	5.7+27.5R	6+22.9R	6.3+19.6R	6.5+17.2R	6.6+15.2R	6.7+13.7R	
		36	qa	qf	748	1216	526	854	500	813	484	787	404	656	407	661	409	664	363	590	369	600	
			F	3.4+68.8R	5.3+45.7R	6.2+34.1R	6.9+27.2R	7.3+22.6R	7.6+19.4R	7.8+16.9R	8+15R	8.1+13.5R	

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and HILTI X-ENP19

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and HILTI X-ENP19

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K66

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K66

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K64

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K64

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K63

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K63

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K61

Table 23: DGN-32 and DGNF-32 Shear and Flexibility (continued) DGN-32 and DGNF-32 with DeltaGrip and Pneutek K61

Table 24: N-32 Shear and Flexibility

32/5	Allow able Shear, qa(plf), Factored Shear, qf(plf)		NN-32	
Support
Fastner s	Seam
Spacing (in)	Deck
Span (ft)	and Flex ibility Factor, F((in./lb)x 106)			with Top Seam Side-Lap Weld and #12 SD HWH Screw	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	2656	4383	2467	4071	2365	3903	2302	3798	2258	3726	2227	3674	2203	3634	1858	2974	1505	2409	
		F	2.8+12.3R	3.2+8.2R	3.3+6.1R	3.4+4.9R	3.5+4.1R	3.5+3.5R	3.6+3.1R	3.6+2.7R	3.6+2.4R	
	6	qa	qf	2203	3635	1968	3247	1842	3040	1764	2911	1711	2823	1673	2760	1644	2712	1621	2675	1505	2409	
		F	3.4+12.2R	3.7+8.1R	3.9+6R	4.1+4.8R	4.1+4R	4.2+3.4R	4.2+3R	4.3+2.7R	4.3+2.4R	
	8	qa	qf	1937	3196	1678	2769	1541	2542	1456	2402	1398	2307	1357	2238	1325	2187	1301	2146	1281	2114	
		F	3.8+12R	4.3+7.9R	4.5+5.9R	4.7+4.7R	4.8+3.9R	4.9+3.3R	4.9+2.9R	5+2.6R	5+2.3R	
	12	qa	qf	1644	2713	1347	2223	1199	1979	1111	1833	1052	1735	1009	1665	978	1613	953	1572	933	1540	
		F	4.6+11.7R	5.2+7.6R	5.6+5.6R	5.8+4.5R	6+3.7R	6.1+3.1R	6.2+2.7R	6.2+2.4R	6.3+2.2R	
	18	qa	qf	1488	2713	1096	1808	1011	1667	884	1459	800	1319	793	1309	741	1223	701	1157	706	1166	
		F	5.4+11.4R	6.3+7.2R	6.9+5.2R	7.3+4R	7.5+3.3R	7.7+2.7R	7.9+2.4R	8+2.1R	8.1+1.8R	
	24	qa	qf	1304	2152	970	1600	822	1356	733	1209	674	1112	631	1042	600	990	575	949	555	916	
		F	6+11R	7.2+6.8R	8+4.8R	8.5+3.6R	8.9+2.8R	9.2+2.3R	9.4+1.9R	9.6+1.7R	9.8+1.4R	

18	4	qa	qf	2102	3469	1956	3227	1877	3097	1827	3015	1794	2960	1769	2919	1697	2715	1341	2145	1086	1738	
		F	3+21.6R	3.5+14.4R	3.8+10.8R	3.9+8.6R	4+7.2R	4.1+6.2R	4.2+5.4R	4.2+4.8R	4.2+4.3R	
	6	qa	qf	1744	2878	1561	2575	1463	2413	1402	2313	1360	2245	1331	2195	1308	2158	1290	2129	1086	1738	
		F	3.6+21.5R	4.2+14.3R	4.5+10.7R	4.7+8.5R	4.8+7.1R	4.9+6.1R	4.9+5.3R	5+4.7R	5+4.3R	
	8	qa	qf	1533	2529	1330	2195	1223	2018	1157	1908	1112	1834	1079	1780	1055	1740	1035	1708	1020	1683	
		F	4.1+21.3R	4.8+14.1R	5.1+10.5R	5.3+8.4R	5.5+7R	5.6+6R	5.7+5.2R	5.7+4.6R	5.8+4.2R	
	12	qa	qf	1300	2145	1069	1763	952	1571	883	1457	836	1380	803	1325	778	1284	759	1252	743	1227	
		F	4.9+21R	5.8+13.8R	6.3+10.2R	6.6+8.1R	6.8+6.7R	7+5.7R	7.1+5R	7.2+4.4R	7.3+4R	
	18	qa	qf	1172	2145	867	1431	801	1322	702	1158	635	1048	631	1040	589	973	558	920	562	928	
		F	5.9+20.6R	7.1+13.3R	7.8+9.8R	8.2+7.7R	8.6+6.3R	8.8+5.3R	9+4.6R	9.2+4R	9.3+3.6R	
	24	qa	qf	1021	1685	767	1265	650	1073	581	958	534	882	501	827	476	786	457	754	441	728	
		F	6.6+20.2R	8+12.9R	9+9.3R	9.6+7.2R	10.1+5.8R	10.4+4.8R	10.7+4.1R	11+3.6R	11.1+3.2R	

20	4	qa	qf	1380	2276	1309	2160	1270	2096	1246	2057	1230	2029	1218	2010	1114	1782	880	1408	713	1140	
		F	2.8+44.4R	3.8+29.6R	4.3+22.2R	4.6+17.7R	4.8+14.8R	4.9+12.7R	5+11.1R	5.1+9.8R	5.2+8.9R	
	6	qa	qf	1150	1898	1054	1740	1003	1655	971	1601	949	1565	933	1539	921	1519	880	1408	713	1140	
		F	3.5+44.2R	4.5+29.4R	5.1+22R	5.4+17.6R	5.6+14.7R	5.8+12.6R	5.9+11R	6+9.8R	6.1+8.8R	
	8	qa	qf	1007	1662	897	1480	838	1383	802	1323	777	1282	759	1252	745	1230	735	1212	713	1140	
		F	4.1+44R	5.2+29.2R	5.8+21.9R	6.2+17.5R	6.5+14.5R	6.6+12.5R	6.8+10.9R	6.9+9.7R	7+8.7R	
	12	qa	qf	843	1392	719	1186	653	1078	613	1011	585	966	565	933	551	908	539	889	529	874	
		F	5+43.7R	6.4+28.9R	7.2+21.5R	7.7+17.2R	8+14.2R	8.2+12.2R	8.4+10.6R	8.5+9.4R	8.6+8.5R	
	18	qa	qf	754	1392	577	951	546	901	482	795	439	725	441	728	415	684	394	650	400	660	
		F	6.1+43.2R	7.9+28.3R	8.9+21R	9.5+16.6R	10+13.7R	10.3+11.7R	10.6+10.2R	10.8+9R	11+8.1R	
	24	qa	qf	645	1064	501	827	432	713	391	646	364	600	344	568	330	544	318	525	309	510	
		F	6.9+42.8R	9+27.8R	10.3+20.4R	11.1+16.1R	11.7+13.2R	12.2+11.1R	12.6+9.6R	12.9+8.5R	13.1+7.6R	

22	4	qa	qf	1053	1737	1009	1666	986	1626	971	1602	961	1585	953	1573	853	1364	674	1078	546	873	
		F	2.2+70.2R	3.7+46.8R	4.4+35.1R	4.9+28.1R	5.2+23.4R	5.4+20R	5.6+17.5R	5.7+15.6R	5.8+14R	
	6	qa	qf	884	1459	822	1356	788	1300	767	1265	752	1241	742	1224	734	1211	674	1078	546	873	
		F	2.9+70R	4.5+46.6R	5.3+34.9R	5.8+27.9R	6.1+23.3R	6.4+19.9R	6.5+17.4R	6.7+15.5R	6.8+13.9R	
	8	qa	qf	775	1278	700	1155	661	1090	636	1049	619	1021	607	1001	598	986	590	974	546	873	
		F	3.6+69.8R	5.3+46.4R	6.1+34.8R	6.7+27.8R	7+23.1R	7.3+19.8R	7.5+17.3R	7.6+15.4R	7.8+13.9R	
	12	qa	qf	645	1064	559	922	513	847	485	800	466	769	452	746	442	729	433	715	427	704	
		F	4.6+69.4R	6.6+46R	7.6+34.4R	8.3+27.4R	8.7+22.8R	9+19.5R	9.3+17R	9.5+15.1R	9.6+13.6R	
	18	qa	qf	573	1064	449	740	431	711	383	631	350	578	354	584	334	550	318	524	324	534	
		F	5.8+68.9R	8.2+45.4R	9.5+33.8R	10.3+26.8R	10.9+22.2R	11.4+19R	11.7+16.5R	12+14.6R	12.2+13.1R	
	24	qa	qf	486	801	386	637	337	555	307	507	287	474	273	451	263	434	255	420	248	409	
		F	6.7+68.4R	9.4+44.9R	11+33.2R	12.1+26.2R	12.8+21.6R	13.4+18.4R	13.9+15.9R	14.2+14.1R	14.5+12.6R	

Table 24: N-32 Shear and Flexibility

N-32 Arc Spot/Seam Welds to Supports with Top Seam Welded Side Seam Attachement

Table 24: N-32 Shear and Flexibility

N-32 Arc Spot/Seam Welds to Supports with Button Punch Side Seam Attachement

Table 24A: NN-32 Shear and Flexibility
Arc Spot/Seam Welds to Supports with No.12 Self –Drilling Side Lap Screws

Table 24A: NN-32 Shear and Flexibility

No.12 Self-Drilling HWH to Supports with No.10 Self –Drilling Side Lap Screws

Table 24A: NN-32 Shear and Flexibility

No.12 Self-Drilling HWH to Supports with No.10 Self –Drilling Side Lap Screws

Table 24A: NN-32 Shear and Flexibility (continued)
32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam
Spacing (in)	Deck
Span (ft)	and Flexibility Factor, F((in./lb)x106)		with #12 SD HWH Screw and #12 SD HWH Screw	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	1490	2422	1476	2398	1468	2385	1463	2377	1460	2372	1457	2368	1455	2365	1454	2362	1453	2361	
		F	2.8+12.2R	3.1+8.1R	3.3+6.1R	3.4+4.8R	3.4+4R	3.5+3.5R	3.5+3R	3.5+2.7R	3.6+2.4R	
	6	qa	qf	1343	2183	1313	2133	1296	2106	1286	2089	1278	2078	1273	2069	1269	2063	1266	2058	1264	2054	
		F	3.4+12R	3.7+8R	3.9+6R	4+4.8R	4.1+4R	4.2+3.4R	4.2+3R	4.2+2.6R	4.3+2.4R	
	8	qa	qf	1215	1975	1170	1901	1145	1861	1130	1835	1119	1818	1111	1806	1105	1796	1101	1789	1097	1782	
		F	3.8+11.9R	4.3+7.9R	4.5+5.9R	4.7+4.7R	4.8+3.9R	4.8+3.3R	4.9+2.9R	4.9+2.6R	5+2.3R	
	12	qa	qf	1025	1665	957	1556	921	1497	898	1460	883	1434	871	1416	863	1402	856	1391	851	1382	
		F	4.6+11.6R	5.3+7.6R	5.6+5.6R	5.8+4.4R	6+3.7R	6.1+3.1R	6.2+2.7R	6.2+2.4R	6.3+2.2R	
	18	qa	qf	898	1665	765	1243	774	1257	713	1159	671	1091	691	1122	661	1075	638	1037	655	1065	
		F	5.6+11.2R	6.5+7.1R	7+5.2R	7.4+4R	7.6+3.3R	7.8+2.8R	7.9+2.4R	8.1+2.1R	8.2+1.8R	
	24	qa	qf	747	1213	651	1059	601	976	570	926	548	891	533	866	521	847	512	833	505	821	
		F	6.3+10.9R	7.4+6.7R	8.2+4.7R	8.7+3.6R	9+2.8R	9.3+2.3R	9.6+2R	9.7+1.7R	9.9+1.5R	

18	4	qa	qf	1191	1936	1180	1917	1173	1907	1169	1900	1167	1896	1165	1893	1163	1890	1162	1888	1092	1747	
		F	3+21.4R	3.5+14.2R	3.7+10.7R	3.9+8.5R	4+7.1R	4.1+6.1R	4.1+5.3R	4.2+4.7R	4.2+4.3R	
	6	qa	qf	1074	1745	1049	1705	1036	1683	1028	1670	1022	1661	1018	1654	1015	1649	1012	1645	1010	1641	
		F	3.6+21.2R	4.2+14.1R	4.4+10.6R	4.6+8.4R	4.7+7R	4.8+6R	4.9+5.3R	4.9+4.7R	5+4.2R	
	8	qa	qf	971	1579	935	1519	915	1487	903	1467	894	1453	888	1443	883	1436	880	1430	877	1425	
		F	4.1+21.1R	4.8+14R	5.1+10.4R	5.3+8.3R	5.5+6.9R	5.6+5.9R	5.7+5.2R	5.7+4.6R	5.8+4.1R	
	12	qa	qf	819	1331	765	1244	736	1196	718	1167	706	1146	696	1132	690	1121	684	1112	680	1105	
		F	5+20.8R	5.9+13.7R	6.3+10.2R	6.6+8.1R	6.8+6.7R	7+5.7R	7.1+5R	7.2+4.4R	7.2+4R	
	18	qa	qf	718	1331	611	993	618	1005	570	927	536	872	552	897	529	859	510	829	524	851	
		F	6.1+20.3R	7.2+13.2R	7.9+9.7R	8.3+7.6R	8.7+6.3R	8.9+5.3R	9.1+4.6R	9.2+4R	9.3+3.6R	
	24	qa	qf	597	970	521	846	480	780	455	740	438	712	426	692	417	677	410	666	404	656	
		F	6.8+19.9R	8.3+12.7R	9.2+9.2R	9.8+7.1R	10.3+5.8R	10.6+4.8R	10.9+4.1R	11.1+3.6R	11.3+3.2R	

20	4	qa	qf	895	1454	886	1440	881	1432	878	1427	876	1424	875	1422	874	1420	873	1416	717	1147	
		F	2.8+43.9R	3.7+29.2R	4.2+21.9R	4.5+17.5R	4.7+14.6R	4.8+12.5R	4.9+11R	5+9.7R	5.1+8.8R	
	6	qa	qf	806	1310	788	1281	778	1264	772	1254	768	1247	764	1242	762	1238	760	1235	717	1147	
		F	3.5+43.7R	4.5+29.1R	5.1+21.8R	5.4+17.4R	5.6+14.5R	5.7+12.4R	5.9+10.9R	5.9+9.7R	6+8.7R	
	8	qa	qf	730	1186	702	1141	687	1117	678	1102	672	1092	667	1084	664	1078	661	1074	659	1070	
		F	4.1+43.5R	5.2+28.9R	5.8+21.7R	6.2+17.3R	6.4+14.4R	6.6+12.3R	6.7+10.8R	6.8+9.6R	6.9+8.6R	
	12	qa	qf	615	1000	575	934	553	898	539	876	530	861	523	850	518	842	514	835	511	830	
		F	5.1+43.2R	6.5+28.6R	7.2+21.3R	7.7+17R	8+14.1R	8.2+12.1R	8.4+10.5R	8.5+9.4R	8.6+8.4R	
	18	qa	qf	539	1000	459	746	465	755	428	696	403	655	415	674	397	645	383	623	393	639	
		F	6.3+42.6R	8.1+28R	9+20.8R	9.7+16.5R	10.1+13.6R	10.4+11.6R	10.7+10.1R	10.9+8.9R	11+8R	
	24	qa	qf	448	728	391	636	361	586	342	556	329	535	320	520	313	509	308	500	303	493	
		F	7.2+42.2R	9.3+27.5R	10.5+20.2R	11.4+15.9R	12+13.1R	12.4+11.1R	12.7+9.6R	13+8.4R	13.2+7.5R	

22	4	qa	qf	745	1211	738	1199	734	1193	731	1189	730	1186	729	1184	728	1182	677	1084	549	878	
		F	2.2+69.4R	3.6+46.2R	4.4+34.7R	4.8+27.7R	5.1+23.1R	5.3+19.8R	5.5+17.3R	5.6+15.4R	5.7+13.9R	
	6	qa	qf	672	1091	656	1067	648	1053	643	1045	639	1039	637	1035	635	1031	633	1029	549	878	
		F	2.9+69.2R	4.5+46.1R	5.3+34.5R	5.8+27.6R	6.1+23R	6.3+19.7R	6.5+17.3R	6.6+15.3R	6.7+13.8R	
	8	qa	qf	608	987	585	950	573	930	565	918	559	909	556	903	553	898	550	894	548	878	
		F	3.6+69R	5.3+45.9R	6.1+34.4R	6.7+27.5R	7+22.9R	7.3+19.6R	7.4+17.2R	7.6+15.2R	7.7+13.7R	
	12	qa	qf	512	833	479	778	460	748	449	730	441	717	436	708	431	701	428	695	425	691	
		F	4.7+68.6R	6.7+45.5R	7.7+34R	8.3+27.1R	8.7+22.6R	9+19.3R	9.3+16.9R	9.4+15R	9.6+13.5R	
	18	qa	qf	449	833	382	621	387	629	357	580	336	545	345	561	331	537	319	518	328	533	
		F	6.1+68.1R	8.4+44.9R	9.6+33.4R	10.5+26.6R	11+22R	11.4+18.8R	11.8+16.4R	12+14.5R	12.2+13R	
	24	qa	qf	373	607	326	529	300	488	285	463	274	446	267	433	261	424	256	416	253	410	
		F	7+67.6R	9.7+44.3R	11.3+32.8R	12.3+26R	13.1+21.4R	13.6+18.2R	14+15.8R	14.4+14R	14.7+12.5R	

Table 24A: NN-32 Shear and Flexibility (continued)
32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam
Spacing (in)	Deck
Span (ft)	and Flexibility Factor, F((in./lb)x106)		with #12 SD HWH Screw and Hilti X-EDN19, X-EDNK22
or HSN 24	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	1810	2942	1779	2892	1763	2865	1752	2848	1745	2836	1740	2828	1736	2821	1733	2816	1514	2422	
		F	2.8+12.2R	3.1+8.1R	3.3+6.1R	3.4+4.8R	3.4+4R	3.5+3.5R	3.5+3R	3.5+2.7R	3.6+2.4R	
	6	qa	qf	1587	2579	1531	2488	1500	2438	1481	2407	1468	2385	1458	2370	1451	2358	1445	2349	1441	2341	
		F	3.3+12R	3.7+8R	3.9+6R	4+4.8R	4.1+4R	4.2+3.4R	4.2+3R	4.2+2.6R	4.3+2.4R	
	8	qa	qf	1413	2296	1336	2171	1294	2104	1268	2061	1251	2032	1238	2011	1228	1995	1220	1983	1214	1973	
		F	3.8+11.9R	4.3+7.8R	4.5+5.9R	4.7+4.7R	4.8+3.9R	4.8+3.3R	4.9+2.9R	4.9+2.6R	5+2.3R	
	12	qa	qf	1176	1912	1074	1745	1019	1655	984	1600	961	1562	944	1534	931	1513	921	1497	913	1484	
		F	4.6+11.6R	5.2+7.6R	5.6+5.6R	5.8+4.4R	6+3.7R	6.1+3.1R	6.2+2.7R	6.2+2.4R	6.3+2.1R	
	18	qa	qf	1030	1912	856	1390	851	1383	776	1261	724	1176	741	1204	706	1147	678	1102	694	1129	
		F	5.5+11.2R	6.4+7.1R	7+5.2R	7.3+4R	7.6+3.3R	7.8+2.7R	7.9+2.4R	8+2.1R	8.1+1.8R	
	24	qa	qf	864	1405	733	1192	664	1079	622	1010	593	963	572	930	556	904	544	884	534	868	
		F	6.2+10.9R	7.4+6.7R	8.1+4.7R	8.6+3.6R	9+2.8R	9.3+2.3R	9.5+1.9R	9.7+1.7R	9.8+1.5R	

18	4	qa	qf	1460	2373	1435	2332	1421	2309	1412	2295	1407	2286	1402	2279	1399	2273	1348	2157	1092	1747	
		F	3+21.4R	3.5+14.2R	3.7+10.7R	3.9+8.5R	4+7.1R	4.1+6.1R	4.1+5.3R	4.1+4.7R	4.2+4.3R	
	6	qa	qf	1279	2078	1232	2003	1207	1962	1191	1936	1181	1919	1173	1906	1167	1896	1162	1888	1092	1747	
		F	3.6+21.2R	4.1+14.1R	4.4+10.6R	4.6+8.4R	4.7+7R	4.8+6R	4.9+5.3R	4.9+4.7R	5+4.2R	
	8	qa	qf	1137	1848	1075	1746	1041	1691	1019	1656	1005	1633	994	1615	986	1602	980	1592	975	1584	
		F	4.1+21.1R	4.8+14R	5.1+10.4R	5.3+8.3R	5.5+6.9R	5.6+5.9R	5.6+5.2R	5.7+4.6R	5.8+4.1R	
	12	qa	qf	947	1539	863	1403	818	1330	790	1284	771	1253	757	1231	747	1214	739	1200	732	1190	
		F	5+20.7R	5.8+13.6R	6.3+10.1R	6.6+8.1R	6.8+6.7R	7+5.7R	7.1+5R	7.2+4.4R	7.2+4R	
	18	qa	qf	829	1539	688	1118	684	1111	623	1012	581	944	594	965	566	919	543	883	557	905	
		F	6+20.3R	7.2+13.2R	7.8+9.7R	8.3+7.6R	8.6+6.2R	8.8+5.3R	9+4.6R	9.2+4R	9.3+3.6R	
	24	qa	qf	696	1131	590	958	534	867	499	811	476	773	459	746	446	725	436	709	428	696	
		F	6.7+19.9R	8.2+12.7R	9.1+9.2R	9.7+7.1R	10.2+5.8R	10.5+4.8R	10.8+4.1R	11+3.6R	11.2+3.2R	

20	4	qa	qf	1107	1798	1087	1766	1076	1749	1070	1738	1065	1731	1062	1725	1059	1721	885	1416	717	1147	
		F	2.8+43.9R	3.7+29.2R	4.2+21.9R	4.5+17.5R	4.7+14.6R	4.8+12.5R	4.9+11R	5+9.7R	5.1+8.8R	
	6	qa	qf	968	1573	932	1515	913	1483	900	1463	892	1450	886	1440	881	1432	878	1416	717	1147	
		F	3.5+43.7R	4.5+29.1R	5+21.8R	5.4+17.4R	5.6+14.5R	5.7+12.4R	5.8+10.9R	5.9+9.7R	6+8.7R	
	8	qa	qf	860	1398	812	1320	786	1277	769	1250	758	1232	750	1219	744	1209	739	1201	717	1147	
		F	4.1+43.5R	5.2+28.9R	5.8+21.6R	6.2+17.3R	6.4+14.4R	6.6+12.3R	6.7+10.8R	6.8+9.6R	6.9+8.6R	
	12	qa	qf	716	1163	652	1059	617	1003	596	969	581	945	571	928	563	915	557	905	552	896	
		F	5.1+43.1R	6.5+28.6R	7.2+21.3R	7.7+17R	8+14.1R	8.2+12.1R	8.4+10.5R	8.5+9.3R	8.6+8.4R	
	18	qa	qf	627	1163	520	844	516	838	470	763	438	712	448	727	426	693	409	665	419	681	
		F	6.2+42.6R	8+28R	9+20.8R	9.6+16.4R	10+13.6R	10.4+11.6R	10.6+10.1R	10.8+8.9R	11+8R	
	24	qa	qf	527	856	446	724	403	655	377	612	359	583	346	562	336	546	329	534	323	524	
		F	7.1+42.2R	9.2+27.5R	10.4+20.2R	11.3+15.9R	11.9+13R	12.3+11R	12.7+9.6R	13+8.4R	13.2+7.5R	

22	4	qa	qf	926	1505	909	1477	900	1463	894	1453	890	1447	888	1442	857	1372	677	1084	549	878	
		F	2.2+69.4R	3.6+46.2R	4.4+34.7R	4.8+27.7R	5.1+23.1R	5.3+19.8R	5.5+17.3R	5.6+15.4R	5.7+13.9R	
	6	qa	qf	809	1315	779	1266	763	1239	752	1222	745	1211	740	1203	736	1196	677	1084	549	878	
		F	2.9+69.2R	4.5+46.1R	5.3+34.5R	5.8+27.6R	6.1+23R	6.3+19.7R	6.5+17.2R	6.6+15.3R	6.7+13.8R	
	8	qa	qf	719	1168	678	1102	656	1066	642	1044	633	1029	626	1018	621	1009	617	1002	549	878	
		F	3.6+69R	5.3+45.9R	6.1+34.4R	6.6+27.5R	7+22.9R	7.2+19.6R	7.4+17.1R	7.6+15.2R	7.7+13.7R	
	12	qa	qf	598	972	544	885	515	838	497	808	485	789	476	774	470	763	464	755	460	748	
		F	4.7+68.6R	6.6+45.5R	7.6+34R	8.3+27.1R	8.7+22.6R	9+19.3R	9.2+16.9R	9.4+15R	9.6+13.5R	
	18	qa	qf	524	972	434	705	431	700	392	637	365	594	373	607	356	578	341	555	350	568	
		F	6+68.1R	8.3+44.9R	9.6+33.4R	10.4+26.5R	11+22R	11.4+18.8R	11.7+16.4R	12+14.5R	12.2+13R	
	24	qa	qf	440	716	372	605	336	547	314	511	299	487	289	469	280	456	274	445	269	437	
		F	6.9+67.6R	9.6+44.3R	11.2+32.8R	12.2+25.9R	13+21.4R	13.5+18.2R	14+15.8R	14.3+14R	14.6+12.5R	

32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam
Spacing (in)	Deck
Span (ft)	and Flexibility Factor, F((in./lb)x106)		
with #12 Side Lap Screw and Pneutek K66	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	2273	3694	2201	3577	2163	3514	2138	3475	2121	3447	2109	3428	2100	3413	1869	2990	1514	2422	
		F	2.9+12.2R	3.2+8.1R	3.3+6.1R	3.4+4.9R	3.5+4.1R	3.5+3.5R	3.5+3.1R	3.6+2.7R	3.6+2.4R	
	6	qa	qf	1932	3139	1821	2958	1760	2860	1723	2799	1697	2757	1678	2727	1664	2704	1653	2686	1514	2422	
		F	3.6+12.1R	3.9+8.1R	4+6.1R	4.1+4.8R	4.2+4R	4.2+3.5R	4.3+3R	4.3+2.7R	4.3+2.4R	
	8	qa	qf	1697	2757	1559	2534	1486	2414	1440	2339	1408	2288	1385	2251	1368	2223	1355	2201	1344	2184	
		F	4.2+12R	4.6+8R	4.7+6R	4.8+4.8R	4.9+4R	5+3.4R	5+3R	5+2.7R	5.1+2.4R	
	12	qa	qf	1408	2288	1242	2019	1154	1875	1100	1787	1063	1727	1036	1683	1015	1650	1000	1624	987	1604	
		F	5.3+11.8R	5.8+7.8R	6.1+5.8R	6.2+4.6R	6.3+3.9R	6.4+3.3R	6.4+2.9R	6.5+2.6R	6.5+2.3R	
	18	qa	qf	1242	2288	999	1624	967	1572	869	1412	802	1303	812	1319	768	1248	733	1192	747	1214	
		F	6.8+11.4R	7.5+7.4R	7.9+5.5R	8.1+4.4R	8.3+3.6R	8.4+3.1R	8.5+2.7R	8.5+2.4R	8.6+2.1R	
	24	qa	qf	1062	1726	852	1384	752	1222	692	1125	653	1061	624	1014	603	980	586	953	573	931	
		F	8.1+10.9R	9+7R	9.6+5.1R	9.9+4R	10.1+3.3R	10.3+2.8R	10.4+2.4R	10.5+2.1R	10.6+1.9R	

18	4	qa	qf	1771	2878	1719	2793	1691	2747	1673	2718	1661	2699	1652	2684	1645	2673	1348	2157	1092	1747	
		F	3.1+21.5R	3.6+14.3R	3.8+10.7R	3.9+8.6R	4+7.1R	4.1+6.1R	4.1+5.4R	4.2+4.8R	4.2+4.3R	
	6	qa	qf	1510	2454	1427	2320	1383	2247	1355	2201	1336	2170	1322	2148	1311	2130	1303	2117	1092	1747	
		F	3.8+21.4R	4.3+14.2R	4.6+10.7R	4.7+8.5R	4.8+7.1R	4.9+6.1R	5+5.3R	5+4.7R	5+4.3R	
	8	qa	qf	1327	2157	1225	1990	1169	1900	1135	1844	1111	1806	1094	1778	1081	1757	1071	1740	1063	1727	
		F	4.5+21.2R	5.1+14.1R	5.4+10.6R	5.5+8.5R	5.6+7.1R	5.7+6R	5.8+5.3R	5.8+4.7R	5.9+4.2R	
	12	qa	qf	1101	1789	976	1586	909	1477	868	1410	839	1364	819	1331	804	1306	792	1286	782	1271	
		F	5.8+21R	6.5+13.9R	6.8+10.4R	7+8.3R	7.2+6.9R	7.3+5.9R	7.4+5.2R	7.4+4.6R	7.5+4.1R	
	18	qa	qf	970	1789	784	1273	761	1237	685	1113	633	1028	641	1042	607	987	581	943	592	962	
		F	7.5+20.5R	8.4+13.5R	8.9+10R	9.2+8R	9.4+6.6R	9.5+5.7R	9.7+4.9R	9.7+4.4R	9.8+3.9R	
	24	qa	qf	828	1345	669	1086	592	962	546	887	516	838	494	802	477	775	464	755	454	738	
		F	8.9+20R	10.1+13R	10.8+9.6R	11.2+7.6R	11.5+6.3R	11.7+5.3R	11.8+4.7R	12+4.1R	12.1+3.7R	

20	4	qa	qf	1295	2104	1259	2047	1240	2015	1228	1996	1220	1982	1214	1972	1120	1791	885	1416	717	1147	
		F	2.9+44R	3.8+29.3R	4.3+22R	4.6+17.6R	4.8+14.6R	4.9+12.6R	5+11R	5.1+9.8R	5.1+8.8R	
	6	qa	qf	1108	1800	1051	1707	1020	1657	1000	1625	987	1603	977	1588	970	1576	885	1416	717	1147	
		F	3.8+43.9R	4.7+29.2R	5.2+21.9R	5.5+17.5R	5.7+14.6R	5.8+12.5R	5.9+11R	6+9.7R	6.1+8.8R	
	8	qa	qf	975	1585	903	1467	864	1404	840	1365	823	1338	811	1318	802	1303	795	1292	717	1147	
		F	4.6+43.7R	5.6+29.1R	6.1+21.8R	6.4+17.5R	6.6+14.5R	6.8+12.5R	6.9+10.9R	7+9.7R	7+8.7R	
	12	qa	qf	809	1314	720	1170	672	1093	643	1045	623	1012	608	989	597	971	589	957	582	946	
		F	6+43.4R	7.2+28.9R	7.8+21.6R	8.2+17.3R	8.4+14.4R	8.6+12.3R	8.7+10.8R	8.8+9.6R	8.9+8.6R	
	18	qa	qf	712	1314	577	938	563	914	507	824	469	763	476	774	451	734	432	702	441	716	
		F	8+42.9R	9.4+28.4R	10.2+21.2R	10.6+16.9R	10.9+14.1R	11.2+12R	11.4+10.5R	11.5+9.3R	11.6+8.4R	
	24	qa	qf	606	984	493	801	438	711	405	658	383	622	367	596	355	577	346	562	338	550	
		F	9.6+42.3R	11.4+27.9R	12.3+20.7R	12.9+16.5R	13.3+13.7R	13.6+11.7R	13.9+10.2R	14.1+9R	14.2+8.1R	

22	4	qa	qf	1063	1728	1035	1682	1020	1658	1011	1642	1004	1632	999	1624	857	1372	677	1084	549	878	
		F	2.3+69.5R	3.7+46.3R	4.5+34.7R	4.9+27.8R	5.2+23.2R	5.4+19.9R	5.5+17.4R	5.7+15.4R	5.7+13.9R	
	6	qa	qf	912	1481	866	1407	841	1367	825	1341	815	1324	807	1311	801	1302	677	1084	549	878	
		F	3.2+69.4R	4.7+46.2R	5.5+34.7R	5.9+27.7R	6.2+23.1R	6.4+19.8R	6.6+17.3R	6.7+15.4R	6.8+13.9R	
	8	qa	qf	803	1305	745	1210	714	1160	694	1128	681	1106	671	1090	664	1078	658	1069	549	878	
		F	4.1+69.2R	5.7+46.1R	6.4+34.6R	6.9+27.7R	7.2+23R	7.4+19.7R	7.6+17.3R	7.7+15.4R	7.8+13.8R	
	12	qa	qf	666	1082	594	965	556	903	532	864	515	838	504	819	495	804	488	793	482	784	
		F	5.7+68.9R	7.4+45.8R	8.3+34.3R	8.8+27.5R	9.2+22.9R	9.4+19.6R	9.6+17.1R	9.8+15.2R	9.9+13.7R	
	18	qa	qf	586	1082	476	773	465	755	419	681	388	631	394	641	374	608	358	581	365	594	
		F	7.8+68.3R	9.8+45.3R	10.9+33.9R	11.5+27.1R	12+22.5R	12.3+19.3R	12.5+16.8R	12.7+15R	12.8+13.5R	
	24	qa	qf	498	809	407	661	362	588	335	544	317	515	304	494	294	478	287	466	281	456	
		F	9.6+67.7R	12+44.7R	13.3+33.4R	14+26.6R	14.6+22.1R	15+18.9R	15.3+16.5R	15.5+14.6R	15.7+13.1R	

32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam
Spacing (in)	Deck
Span (ft)	and Flexibility Factor, F((in./lb)x106)		
with #12 Side Lap Screw and Pneutek K64	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	2122	3448	2066	3357	2036	3308	2017	3277	2004	3256	1994	3241	1987	3229	1869	2990	1514	2422	
		F	2.9+12.2R	3.2+8.1R	3.3+6.1R	3.4+4.9R	3.5+4.1R	3.5+3.5R	3.5+3.1R	3.6+2.7R	3.6+2.4R	
	6	qa	qf	1819	2956	1728	2809	1679	2728	1648	2678	1627	2644	1612	2619	1600	2600	1591	2585	1514	2422	
		F	3.6+12.1R	3.9+8.1R	4+6.1R	4.1+4.8R	4.2+4R	4.2+3.5R	4.3+3R	4.3+2.7R	4.3+2.4R	
	8	qa	qf	1603	2604	1487	2417	1425	2316	1386	2253	1360	2209	1340	2178	1326	2154	1314	2136	1305	2121	
		F	4.2+12R	4.6+8R	4.7+6R	4.8+4.8R	4.9+4R	5+3.4R	5+3R	5+2.7R	5.1+2.4R	
	12	qa	qf	1329	2160	1186	1927	1110	1803	1062	1726	1030	1674	1007	1636	989	1607	975	1584	964	1566	
		F	5.3+11.8R	5.8+7.8R	6.1+5.8R	6.2+4.6R	6.3+3.9R	6.4+3.3R	6.4+2.9R	6.5+2.6R	6.5+2.3R	
	18	qa	qf	1169	2160	950	1544	928	1508	838	1361	776	1260	788	1280	747	1214	715	1162	730	1186	
		F	6.8+11.4R	7.5+7.4R	7.9+5.5R	8.1+4.4R	8.3+3.6R	8.4+3.1R	8.5+2.7R	8.5+2.4R	8.6+2.1R	
	24	qa	qf	993	1614	812	1320	722	1174	669	1086	633	1028	607	987	588	955	573	931	561	912	
		F	8.1+10.9R	9+7R	9.6+5.1R	9.9+4R	10.1+3.3R	10.3+2.8R	10.4+2.4R	10.5+2.1R	10.6+1.9R	

18	4	qa	qf	1720	2794	1673	2718	1647	2677	1632	2651	1621	2634	1613	2621	1607	2611	1348	2157	1092	1747	
		F	3.1+21.5R	3.6+14.3R	3.8+10.7R	3.9+8.6R	4+7.1R	4.1+6.1R	4.1+5.4R	4.2+4.8R	4.2+4.3R	
	6	qa	qf	1472	2392	1396	2269	1355	2202	1329	2160	1312	2132	1299	2111	1289	2095	1282	2083	1092	1747	
		F	3.8+21.4R	4.3+14.2R	4.6+10.7R	4.7+8.5R	4.8+7.1R	4.9+6.1R	5+5.3R	5+4.7R	5+4.3R	
	8	qa	qf	1296	2106	1200	1950	1149	1867	1117	1814	1095	1779	1079	1753	1067	1733	1057	1718	1049	1705	
		F	4.5+21.2R	5.1+14.1R	5.4+10.6R	5.5+8.5R	5.6+7.1R	5.7+6R	5.8+5.3R	5.8+4.7R	5.9+4.2R	
	12	qa	qf	1075	1746	957	1555	894	1453	855	1389	828	1346	809	1315	795	1291	783	1273	774	1258	
		F	5.8+21R	6.5+13.9R	6.8+10.4R	7+8.3R	7.2+6.9R	7.3+5.9R	7.4+5.2R	7.4+4.6R	7.5+4.1R	
	18	qa	qf	946	1746	767	1246	748	1215	674	1096	624	1014	634	1029	600	976	574	933	586	952	
		F	7.5+20.5R	8.4+13.5R	8.9+10R	9.2+8R	9.4+6.6R	9.5+5.7R	9.7+4.9R	9.7+4.4R	9.8+3.9R	
	24	qa	qf	804	1307	655	1065	582	946	538	874	509	827	488	793	472	767	460	748	450	732	
		F	8.9+20R	10.1+13R	10.8+9.6R	11.2+7.6R	11.5+6.3R	11.7+5.3R	11.8+4.7R	12+4.1R	12.1+3.7R	

20	4	qa	qf	1275	2072	1241	2017	1223	1988	1212	1969	1204	1956	1198	1947	1120	1791	885	1416	717	1147	
		F	2.9+44R	3.8+29.3R	4.3+22R	4.6+17.6R	4.8+14.6R	4.9+12.6R	5+11R	5.1+9.8R	5.1+8.8R	
	6	qa	qf	1093	1776	1038	1687	1009	1639	990	1609	977	1588	968	1573	961	1562	885	1416	717	1147	
		F	3.8+43.9R	4.7+29.2R	5.2+21.9R	5.5+17.5R	5.7+14.6R	5.8+12.5R	5.9+11R	6+9.7R	6.1+8.8R	
	8	qa	qf	963	1565	893	1452	856	1391	833	1353	817	1327	805	1308	796	1294	789	1283	717	1147	
		F	4.6+43.7R	5.6+29.1R	6.1+21.8R	6.4+17.5R	6.6+14.5R	6.8+12.5R	6.9+10.9R	7+9.7R	7+8.7R	
	12	qa	qf	799	1298	712	1158	666	1083	638	1037	619	1005	604	982	594	965	586	951	579	941	
		F	6+43.4R	7.2+28.9R	7.8+21.6R	8.2+17.3R	8.4+14.4R	8.6+12.3R	8.7+10.8R	8.8+9.6R	8.9+8.6R	
	18	qa	qf	702	1298	571	927	557	906	503	817	466	757	473	769	449	729	429	698	438	712	
		F	8+42.9R	9.4+28.4R	10.2+21.2R	10.6+16.9R	10.9+14.1R	11.2+12R	11.4+10.5R	11.5+9.3R	11.6+8.4R	
	24	qa	qf	597	970	488	793	434	705	402	653	380	618	365	592	353	574	344	559	337	547	
		F	9.6+42.3R	11.4+27.9R	12.3+20.7R	12.9+16.5R	13.3+13.7R	13.6+11.7R	13.9+10.2R	14.1+9R	14.2+8.1R	

22	4	qa	qf	1018	1654	994	1616	981	1595	973	1581	968	1572	964	1566	857	1372	677	1084	549	878	
		F	2.3+69.5R	3.7+46.3R	4.5+34.7R	4.9+27.8R	5.2+23.2R	5.4+19.9R	5.5+17.4R	5.7+15.4R	5.7+13.9R	
	6	qa	qf	878	1427	838	1361	816	1326	802	1303	793	1288	786	1277	781	1269	677	1084	549	878	
		F	3.2+69.4R	4.7+46.2R	5.5+34.7R	5.9+27.7R	6.2+23.1R	6.4+19.8R	6.6+17.3R	6.7+15.4R	6.8+13.9R	
	8	qa	qf	775	1260	723	1175	695	1130	678	1101	666	1082	657	1067	650	1057	645	1048	549	878	
		F	4.1+69.2R	5.7+46.1R	6.4+34.6R	6.9+27.7R	7.2+23R	7.4+19.7R	7.6+17.3R	7.7+15.4R	7.8+13.8R	
	12	qa	qf	643	1045	577	938	542	881	521	846	506	822	495	804	487	791	480	781	475	772	
		F	5.7+68.9R	7.4+45.8R	8.3+34.3R	8.8+27.5R	9.2+22.9R	9.4+19.6R	9.6+17.1R	9.8+15.2R	9.9+13.7R	
	18	qa	qf	565	1045	462	750	453	737	410	667	381	618	387	630	368	598	352	573	360	585	
		F	7.8+68.3R	9.8+45.3R	10.9+33.9R	11.5+27.1R	12+22.5R	12.3+19.3R	12.5+16.8R	12.7+15R	12.8+13.5R	
	24	qa	qf	478	777	395	643	353	574	328	533	311	506	299	486	290	471	283	460	277	451	
		F	9.6+67.7R	12+44.7R	13.3+33.4R	14+26.6R	14.6+22.1R	15+18.9R	15.3+16.5R	15.5+14.6R	15.7+13.1R	

32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam
Spacing (in)	Deck
Span (ft)	and Flexibility Factor, F((in./lb)x106)		with #12 Side Lap Screw and Pneutek K63	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	1753	2849	1726	2805	1711	2781	1702	2766	1696	2755	1691	2748	1688	2742	1685	2738	1514	2422	
		F	2.9+12.2R	3.2+8.1R	3.3+6.1R	3.4+4.9R	3.5+4.1R	3.5+3.5R	3.5+3.1R	3.6+2.7R	3.6+2.4R	
	6	qa	qf	1544	2510	1493	2427	1466	2381	1448	2353	1436	2334	1427	2320	1421	2309	1416	2300	1411	2294	
		F	3.6+12.1R	3.9+8.1R	4+6.1R	4.1+4.8R	4.2+4R	4.2+3.5R	4.3+3R	4.3+2.7R	4.3+2.4R	
	8	qa	qf	1378	2239	1307	2125	1269	2062	1245	2024	1229	1997	1217	1977	1208	1963	1201	1951	1195	1942	
		F	4.2+12R	4.6+8R	4.7+6R	4.8+4.8R	4.9+4R	5+3.4R	5+3R	5+2.7R	5.1+2.4R	
	12	qa	qf	1149	1867	1053	1712	1002	1628	970	1576	948	1540	932	1514	920	1495	910	1479	903	1467	
		F	5.3+11.8R	5.8+7.8R	6.1+5.8R	6.2+4.6R	6.3+3.9R	6.4+3.3R	6.4+2.9R	6.5+2.6R	6.5+2.3R	
	18	qa	qf	1006	1867	839	1364	838	1361	765	1243	715	1161	732	1189	698	1134	671	1090	688	1118	
		F	6.8+11.4R	7.5+7.4R	7.9+5.5R	8.1+4.4R	8.3+3.6R	8.4+3.1R	8.5+2.7R	8.5+2.4R	8.6+2.1R	
	24	qa	qf	843	1369	718	1167	653	1061	612	995	585	950	565	918	550	894	538	875	529	860	
		F	8.1+10.9R	9+7R	9.6+5.1R	9.9+4R	10.1+3.3R	10.3+2.8R	10.4+2.4R	10.5+2.1R	10.6+1.9R	

18	4	qa	qf	1478	2401	1451	2358	1437	2335	1428	2320	1422	2310	1417	2303	1414	2297	1348	2157	1092	1747	
		F	3.1+21.5R	3.6+14.3R	3.8+10.7R	3.9+8.6R	4+7.1R	4.1+6.1R	4.1+5.4R	4.2+4.8R	4.2+4.3R	
	6	qa	qf	1292	2099	1244	2021	1218	1979	1201	1952	1190	1934	1182	1921	1176	1910	1171	1903	1092	1747	
		F	3.8+21.4R	4.3+14.2R	4.6+10.7R	4.7+8.5R	4.8+7.1R	4.9+6.1R	5+5.3R	5+4.7R	5+4.3R	
	8	qa	qf	1148	1866	1083	1760	1048	1703	1026	1668	1011	1643	1000	1625	992	1612	985	1601	980	1593	
		F	4.5+21.2R	5.1+14.1R	5.4+10.6R	5.5+8.5R	5.6+7.1R	5.7+6R	5.8+5.3R	5.8+4.7R	5.9+4.2R	
	12	qa	qf	955	1552	869	1413	823	1338	795	1291	775	1260	761	1237	750	1219	742	1206	735	1195	
		F	5.8+21R	6.5+13.9R	6.8+10.4R	7+8.3R	7.2+6.9R	7.3+5.9R	7.4+5.2R	7.4+4.6R	7.5+4.1R	
	18	qa	qf	837	1552	693	1126	688	1118	626	1018	584	948	597	970	568	923	546	886	559	908	
		F	7.5+20.5R	8.4+13.5R	8.9+10R	9.2+8R	9.4+6.6R	9.5+5.7R	9.7+4.9R	9.7+4.4R	9.8+3.9R	
	24	qa	qf	703	1142	595	966	537	873	502	816	478	777	461	749	448	728	438	712	430	699	
		F	8.9+20R	10.1+13R	10.8+9.6R	11.2+7.6R	11.5+6.3R	11.7+5.3R	11.8+4.7R	12+4.1R	12.1+3.7R	

20	4	qa	qf	1179	1916	1154	1875	1140	1853	1132	1839	1126	1830	1122	1823	1119	1791	885	1416	717	1147	
		F	2.9+44R	3.8+29.3R	4.3+22R	4.6+17.6R	4.8+14.6R	4.9+12.6R	5+11R	5.1+9.8R	5.1+8.8R	
	6	qa	qf	1022	1661	979	1590	955	1552	940	1528	930	1511	923	1499	917	1490	885	1416	717	1147	
		F	3.8+43.9R	4.7+29.2R	5.2+21.9R	5.5+17.5R	5.7+14.6R	5.8+12.5R	5.9+11R	6+9.7R	6.1+8.8R	
	8	qa	qf	904	1470	847	1377	817	1327	797	1296	784	1274	775	1259	767	1247	762	1238	717	1147	
		F	4.6+43.7R	5.6+29.1R	6.1+21.8R	6.4+17.5R	6.6+14.5R	6.8+12.5R	6.9+10.9R	7+9.7R	7+8.7R	
	12	qa	qf	751	1220	678	1101	639	1038	614	998	598	971	586	952	577	937	569	925	564	916	
		F	6+43.4R	7.2+28.9R	7.8+21.6R	8.2+17.3R	8.4+14.4R	8.6+12.3R	8.7+10.8R	8.8+9.6R	8.9+8.6R	
	18	qa	qf	659	1220	541	879	534	867	484	786	450	731	459	745	436	708	418	679	427	695	
		F	8+42.9R	9.4+28.4R	10.2+21.2R	10.6+16.9R	10.9+14.1R	11.2+12R	11.4+10.5R	11.5+9.3R	11.6+8.4R	
	24	qa	qf	556	903	465	755	416	677	388	630	368	599	355	576	344	560	336	546	329	535	
		F	9.6+42.3R	11.4+27.9R	12.3+20.7R	12.9+16.5R	13.3+13.7R	13.6+11.7R	13.9+10.2R	14.1+9R	14.2+8.1R	

22	4	qa	qf	1016	1650	992	1612	979	1591	971	1578	966	1569	962	1562	857	1372	677	1084	549	878	
		F	2.3+69.5R	3.7+46.3R	4.5+34.7R	4.9+27.8R	5.2+23.2R	5.4+19.9R	5.5+17.4R	5.7+15.4R	5.7+13.9R	
	6	qa	qf	876	1424	836	1359	814	1323	801	1301	792	1286	785	1275	780	1267	677	1084	549	878	
		F	3.2+69.4R	4.7+46.2R	5.5+34.7R	5.9+27.7R	6.2+23.1R	6.4+19.8R	6.6+17.3R	6.7+15.4R	6.8+13.9R	
	8	qa	qf	774	1257	722	1173	694	1128	677	1100	665	1080	656	1066	650	1055	644	1047	549	878	
		F	4.1+69.2R	5.7+46.1R	6.4+34.6R	6.9+27.7R	7.2+23R	7.4+19.7R	7.6+17.3R	7.7+15.4R	7.8+13.8R	
	12	qa	qf	642	1043	577	937	542	880	520	845	505	821	494	803	486	790	480	780	475	772	
		F	5.7+68.9R	7.4+45.8R	8.3+34.3R	8.8+27.5R	9.2+22.9R	9.4+19.6R	9.6+17.1R	9.8+15.2R	9.9+13.7R	
	18	qa	qf	564	1043	461	749	453	736	410	666	380	618	387	629	367	597	352	572	360	585	
		F	7.8+68.3R	9.8+45.3R	10.9+33.9R	11.5+27.1R	12+22.5R	12.3+19.3R	12.5+16.8R	12.7+15R	12.8+13.5R	
	24	qa	qf	477	775	395	642	353	573	328	532	311	505	299	486	290	471	283	459	277	450	
		F	9.6+67.7R	12+44.7R	13.3+33.4R	14+26.6R	14.6+22.1R	15+18.9R	15.3+16.5R	15.5+14.6R	15.7+13.1R	

32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam
Spacing (in)	Deck
Span (ft)	and Flexibility Factor, F((in./lb)x106)		with #12 Side Lap Screw and Pneutek SDK61	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	1797	2921	1768	2872	1751	2846	1741	2829	1734	2818	1729	2810	1725	2804	1722	2799	1514	2422	
		F	2.9+12.2R	3.2+8.1R	3.3+6.1R	3.4+4.9R	3.5+4.1R	3.5+3.5R	3.5+3.1R	3.6+2.7R	3.6+2.4R	
	6	qa	qf	1578	2564	1523	2474	1493	2425	1474	2395	1461	2374	1452	2359	1444	2347	1439	2338	1434	2331	
		F	3.6+12.1R	3.9+8.1R	4+6.1R	4.1+4.8R	4.2+4R	4.2+3.5R	4.3+3R	4.3+2.7R	4.3+2.4R	
	8	qa	qf	1405	2283	1330	2161	1289	2094	1263	2053	1246	2024	1233	2004	1223	1988	1216	1976	1210	1966	
		F	4.2+12R	4.6+8R	4.7+6R	4.8+4.8R	4.9+4R	5+3.4R	5+3R	5+2.7R	5.1+2.4R	
	12	qa	qf	1170	1902	1069	1738	1015	1649	981	1594	958	1557	941	1530	929	1509	919	1493	911	1480	
		F	5.3+11.8R	5.8+7.8R	6.1+5.8R	6.2+4.6R	6.3+3.9R	6.4+3.3R	6.4+2.9R	6.5+2.6R	6.5+2.3R	
	18	qa	qf	1025	1902	852	1384	848	1378	773	1257	722	1173	739	1200	704	1144	676	1099	693	1126	
		F	6.8+11.4R	7.5+7.4R	7.9+5.5R	8.1+4.4R	8.3+3.6R	8.4+3.1R	8.5+2.7R	8.5+2.4R	8.6+2.1R	
	24	qa	qf	860	1397	730	1186	662	1075	620	1007	591	960	571	927	555	902	543	882	533	866	
		F	8.1+10.9R	9+7R	9.6+5.1R	9.9+4R	10.1+3.3R	10.3+2.8R	10.4+2.4R	10.5+2.1R	10.6+1.9R	

18	4	qa	qf	1465	2381	1439	2339	1425	2316	1417	2302	1411	2293	1406	2285	1403	2280	1348	2157	1092	1747	
		F	3.1+21.5R	3.6+14.3R	3.8+10.7R	3.9+8.6R	4+7.1R	4.1+6.1R	4.1+5.4R	4.2+4.8R	4.2+4.3R	
	6	qa	qf	1283	2084	1236	2008	1210	1967	1194	1941	1183	1923	1175	1910	1169	1900	1165	1892	1092	1747	
		F	3.8+21.4R	4.3+14.2R	4.6+10.7R	4.7+8.5R	4.8+7.1R	4.9+6.1R	5+5.3R	5+4.7R	5+4.3R	
	8	qa	qf	1140	1853	1077	1750	1043	1694	1021	1659	1007	1636	996	1618	988	1605	981	1595	976	1586	
		F	4.5+21.2R	5.1+14.1R	5.4+10.6R	5.5+8.5R	5.6+7.1R	5.7+6R	5.8+5.3R	5.8+4.7R	5.9+4.2R	
	12	qa	qf	949	1542	865	1405	820	1332	792	1286	772	1255	758	1232	748	1215	740	1202	733	1191	
		F	5.8+21R	6.5+13.9R	6.8+10.4R	7+8.3R	7.2+6.9R	7.3+5.9R	7.4+5.2R	7.4+4.6R	7.5+4.1R	
	18	qa	qf	831	1542	689	1120	685	1113	624	1014	582	945	595	967	566	920	544	884	557	906	
		F	7.5+20.5R	8.4+13.5R	8.9+10R	9.2+8R	9.4+6.6R	9.5+5.7R	9.7+4.9R	9.7+4.4R	9.8+3.9R	
	24	qa	qf	698	1134	591	961	535	869	500	813	477	774	460	747	447	726	437	710	429	697	
		F	8.9+20R	10.1+13R	10.8+9.6R	11.2+7.6R	11.5+6.3R	11.7+5.3R	11.8+4.7R	12+4.1R	12.1+3.7R	

20	4	qa	qf	1121	1822	1100	1788	1089	1770	1082	1759	1077	1751	1074	1745	1071	1741	885	1416	717	1147	
		F	2.9+44R	3.8+29.3R	4.3+22R	4.6+17.6R	4.8+14.6R	4.9+12.6R	5+11R	5.1+9.8R	5.1+8.8R	
	6	qa	qf	979	1591	942	1530	921	1497	909	1476	900	1462	894	1452	889	1444	885	1416	717	1147	
		F	3.8+43.9R	4.7+29.2R	5.2+21.9R	5.5+17.5R	5.7+14.6R	5.8+12.5R	5.9+11R	6+9.7R	6.1+8.8R	
	8	qa	qf	869	1412	819	1331	792	1287	775	1260	764	1241	755	1227	749	1217	744	1209	717	1147	
		F	4.6+43.7R	5.6+29.1R	6.1+21.8R	6.4+17.5R	6.6+14.5R	6.8+12.5R	6.9+10.9R	7+9.7R	7+8.7R	
	12	qa	qf	723	1175	657	1068	622	1010	600	975	585	950	574	933	566	919	559	909	554	900	
		F	6+43.4R	7.2+28.9R	7.8+21.6R	8.2+17.3R	8.4+14.4R	8.6+12.3R	8.7+10.8R	8.8+9.6R	8.9+8.6R	
	18	qa	qf	633	1175	524	851	519	844	473	768	440	715	450	731	428	696	411	668	421	684	
		F	8+42.9R	9.4+28.4R	10.2+21.2R	10.6+16.9R	10.9+14.1R	11.2+12R	11.4+10.5R	11.5+9.3R	11.6+8.4R	
	24	qa	qf	533	865	450	731	406	660	379	616	361	586	348	565	338	549	330	536	324	526	
		F	9.6+42.3R	11.4+27.9R	12.3+20.7R	12.9+16.5R	13.3+13.7R	13.6+11.7R	13.9+10.2R	14.1+9R	14.2+8.1R	

22	4	qa	qf	943	1532	925	1502	915	1487	909	1477	905	1470	902	1465	857	1372	677	1084	549	878	
		F	2.3+69.5R	3.7+46.3R	4.5+34.7R	4.9+27.8R	5.2+23.2R	5.4+19.9R	5.5+17.4R	5.7+15.4R	5.7+13.9R	
	6	qa	qf	822	1335	790	1283	772	1255	762	1238	754	1225	749	1217	745	1210	677	1084	549	878	
		F	3.2+69.4R	4.7+46.2R	5.5+34.7R	5.9+27.7R	6.2+23.1R	6.4+19.8R	6.6+17.3R	6.7+15.4R	6.8+13.9R	
	8	qa	qf	729	1185	687	1116	663	1078	649	1055	639	1039	632	1027	626	1018	622	1011	549	878	
		F	4.1+69.2R	5.7+46.1R	6.4+34.6R	6.9+27.7R	7.2+23R	7.4+19.7R	7.6+17.3R	7.7+15.4R	7.8+13.8R	
	12	qa	qf	606	985	550	894	520	846	502	815	489	795	480	780	473	768	467	759	463	752	
		F	5.7+68.9R	7.4+45.8R	8.3+34.3R	8.8+27.5R	9.2+22.9R	9.4+19.6R	9.6+17.1R	9.8+15.2R	9.9+13.7R	
	18	qa	qf	531	985	439	713	435	706	395	642	368	598	376	611	358	581	343	558	352	571	
		F	7.8+68.3R	9.8+45.3R	10.9+33.9R	11.5+27.1R	12+22.5R	12.3+19.3R	12.5+16.8R	12.7+15R	12.8+13.5R	
	24	qa	qf	447	726	377	612	340	552	317	515	302	490	291	472	282	459	276	448	271	440	
		F	9.6+67.7R	12+44.7R	13.3+33.4R	14+26.6R	14.6+22.1R	15+18.9R	15.3+16.5R	15.5+14.6R	15.7+13.1R	

32/5	Allowable Shear, qa(plf), Factored Shear, qf(plf)	NN-32	

Gage	Seam Spacing (in)	Deck Span
(ft)	and Flexibility Factor, F((in./lb)x106)		
with #12 SD HWH Screw and Hilti X-ENP19	
			4	6	8	10	12	14	16	18	20	

16	4	qa	qf	1909	3103	1872	3042	1851	3009	1839	2988	1830	2974	1824	2963	1819	2955	1815	2949	1514	2422	
		F	2.7+12.1R	3+8R	3.2+6R	3.3+4.8R	3.4+4R	3.4+3.4R	3.5+3R	3.5+2.7R	3.5+2.4R	
	6	qa	qf	1662	2700	1595	2592	1559	2534	1537	2497	1521	2472	1510	2453	1501	2439	1494	2428	1489	2420	
		F	3.1+12R	3.6+7.9R	3.8+5.9R	3.9+4.7R	4+3.9R	4.1+3.3R	4.1+2.9R	4.2+2.6R	4.2+2.3R	
	8	qa	qf	1473	2394	1385	2251	1337	2173	1307	2125	1287	2091	1272	2067	1261	2049	1252	2035	1245	2023	
		F	3.5+11.8R	4+7.8R	4.3+5.8R	4.5+4.6R	4.6+3.8R	4.7+3.2R	4.8+2.8R	4.8+2.5R	4.9+2.2R	
	12	qa	qf	1224	1989	1109	1803	1048	1703	1009	1640	983	1598	965	1567	950	1544	939	1526	930	1511	
		F	4+11.6R	4.7+7.5R	5.2+5.5R	5.4+4.3R	5.6+3.5R	5.8+3R	5.9+2.6R	6+2.3R	6.1+2R	
	18	qa	qf	1073	1989	885	1438	875	1422	795	1292	740	1203	756	1228	719	1168	690	1121	706	1147	
		F	4.6+11.3R	5.6+7.1R	6.2+5.1R	6.6+3.9R	6.9+3.1R	7.2+2.5R	7.4+2.1R	7.5+1.8R	7.7+1.6R	
	24	qa	qf	904	1468	760	1236	684	1112	638	1037	607	987	585	950	567	922	554	900	543	883	
		F	5+11.1R	6.2+6.8R	7+4.7R	7.5+3.5R	8+2.7R	8.4+2.1R	8.6+1.7R	8.9+1.4R	9.1+1.2R	

18	4	qa	qf	1540	2502	1509	2452	1492	2425	1482	2407	1474	2396	1469	2387	1465	2381	1348	2157	1092	1747	
		F	2.8+21.3R	3.4+14.2R	3.7+10.6R	3.8+8.5R	3.9+7.1R	4+6.1R	4.1+5.3R	4.1+4.7R	4.2+4.2R	
	6	qa	qf	1338	2175	1284	2086	1254	2038	1236	2008	1223	1987	1214	1972	1207	1961	1201	1952	1092	1747	
		F	3.3+21.2R	4+14R	4.3+10.5R	4.5+8.4R	4.6+7R	4.7+6R	4.8+5.2R	4.9+4.6R	4.9+4.2R	
	8	qa	qf	1186	1927	1114	1810	1075	1746	1050	1707	1034	1680	1022	1660	1012	1645	1005	1633	999	1624	
		F	3.7+21R	4.5+13.9R	4.9+10.3R	5.1+8.2R	5.3+6.8R	5.4+5.8R	5.5+5.1R	5.6+4.5R	5.6+4.1R	
	12	qa	qf	985	1601	892	1449	842	1367	810	1317	789	1282	774	1257	762	1238	753	1224	746	1212	
		F	4.3+20.7R	5.3+13.6R	5.8+10R	6.2+7.9R	6.4+6.5R	6.6+5.5R	6.8+4.8R	6.9+4.2R	7+3.8R	
	18	qa	qf	864	1601	711	1156	703	1142	638	1037	594	965	606	985	576	937	553	898	566	919	
		F	5+20.4R	6.2+13.1R	7+9.5R	7.5+7.4R	7.9+6R	8.2+5.1R	8.4+4.3R	8.6+3.8R	8.8+3.4R	
	24	qa	qf	728	1183	612	994	549	893	512	832	487	791	469	762	455	740	444	722	436	708	
		F	5.4+20.2R	6.9+12.8R	7.9+9.1R	8.6+7R	9.1+5.6R	9.5+4.6R	9.8+3.9R	10.1+3.3R	10.4+2.9R	

20	4	qa	qf	1167	1896	1143	1857	1130	1836	1121	1822	1116	1813	1112	1807	1109	1791	885	1416	717	1147	
		F	2.6+43.8R	3.6+29.2R	4.1+21.9R	4.4+17.5R	4.6+14.6R	4.8+12.5R	4.9+10.9R	5+9.7R	5.1+8.7R	
	6	qa	qf	1013	1646	971	1577	948	1540	934	1517	924	1501	917	1490	911	1481	885	1416	717	1147	
		F	3.2+43.6R	4.3+29R	4.9+21.7R	5.2+17.3R	5.5+14.4R	5.6+12.4R	5.7+10.8R	5.8+9.6R	5.9+8.6R	
	8	qa	qf	897	1457	841	1367	811	1319	793	1288	780	1267	771	1252	764	1241	758	1232	717	1147	
		F	3.7+43.4R	4.9+28.8R	5.5+21.5R	5.9+17.2R	6.2+14.3R	6.4+12.2R	6.5+10.7R	6.7+9.5R	6.8+8.5R	
	12	qa	qf	745	1210	673	1094	635	1032	611	993	595	967	583	948	574	933	567	922	562	913	
		F	4.4+43.1R	5.8+28.4R	6.6+21.2R	7.2+16.8R	7.5+13.9R	7.8+11.9R	8+10.4R	8.2+9.2R	8.3+8.2R	
	18	qa	qf	653	1210	537	873	530	862	481	782	448	728	457	742	434	706	416	677	426	692	
		F	5.1+42.7R	6.9+28R	8+20.6R	8.7+16.3R	9.2+13.4R	9.6+11.3R	9.9+9.8R	10.2+8.6R	10.4+7.7R	
	24	qa	qf	551	895	462	750	414	673	386	627	367	596	353	574	343	557	335	544	328	533	
		F	5.6+42.5R	7.7+27.6R	9+20.1R	9.9+15.7R	10.6+12.8R	11.1+10.8R	11.6+9.3R	11.9+8.1R	12.2+7.2R	

22	4	qa	qf	976	1586	956	1553	945	1535	938	1524	933	1516	929	1510	857	1372	677	1084	549	878	
		F	2+69.3R	3.5+46.2R	4.3+34.6R	4.7+27.7R	5+23.1R	5.3+19.8R	5.4+17.3R	5.6+15.4R	5.7+13.8R	
	6	qa	qf	847	1376	811	1318	792	1287	780	1267	772	1254	766	1244	761	1237	677	1084	549	878	
		F	2.6+69.1R	4.2+46R	5.1+34.4R	5.6+27.5R	5.9+22.9R	6.2+19.6R	6.4+17.2R	6.5+15.3R	6.6+13.7R	
	8	qa	qf	750	1218	703	1142	678	1101	662	1076	651	1058	643	1045	637	1036	633	1028	549	878	
		F	3.1+68.9R	4.9+45.8R	5.8+34.2R	6.4+27.3R	6.8+22.7R	7+19.5R	7.2+17R	7.4+15.1R	7.5+13.6R	
	12	qa	qf	622	1011	562	914	530	861	510	829	496	807	487	791	479	779	473	769	468	761	
		F	3.9+68.6R	5.9+45.4R	7+33.8R	7.7+26.9R	8.2+22.4R	8.6+19.1R	8.8+16.7R	9.1+14.8R	9.2+13.3R	
	18	qa	qf	546	1011	449	729	443	720	402	653	374	607	381	619	362	589	347	564	355	577	
		F	4.7+68.2R	7.1+44.9R	8.5+33.3R	9.4+26.3R	10.1+21.8R	10.6+18.5R	10.9+16.1R	11.3+14.2R	11.5+12.7R	
	24	qa	qf	461	748	386	626	346	562	322	523	306	497	295	479	286	465	279	454	274	445	
		F	5.2+67.9R	7.9+44.4R	9.6+32.7R	10.7+25.8R	11.6+21.2R	12.2+17.9R	12.7+15.5R	13.2+13.6R	13.5+12.1R	

Figure 21: 4-½-inch Deep Deck

4.5 D-12 PROFILE	4.5 DF-24 PROFILE Table 25: 4½-inch Deep Deck Panel Properties
Grade 40 Steel

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to
N.A. from Bottom	
Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgbot	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20	2.88	0.035	40	55	0.848	2.763	2.62	1.056	1.805	
18	3.84	0.047	40	55	1.132	3.665	2.62	1.398	1.799	
16	4.80	0.059	40	55	1.414	4.547	2.62	1.733	1.793	
14	6.09	0.075	40	55	1.785	5.691	2.63	2.166	1.786	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	
Compression Area	for Bending Strength	Effective Moment of Inertia for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
								Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20	0.486	0.882	2.15	1.018	2.65	2.308	2.763	2.460	2.763	
18	0.763	1.319	2.31	1.398	2.62	3.366	3.665	3.466	3.665	
16	1.071	1.682	2.45	1.733	2.62	4.475	4.547	4.499	4.547	
14	1.528	2.153	2.59	2.166	2.63	5.691	5.691	5.691	5.691	

Table 26: 4.5D-12 and 4.5DF-24 Reactions at Supports GRADE 40 STEEL
Reactions at Supports (plf) Based on Web Crippling

Bearing Length of Webs

Gage	Condition		ASD,	R/			LRF	D, R		
	1"	2"	4"	8"	1"	2"	4"	8"	
20	End	286	379	510	677	429	568	765	1015	
Interior	705	824	992	1206	1079	1260	1517	1845	
18	End	559	734	982	1333	839	1102	1473	1999	
Interior	1358	1568	1864	2284	2078	2399	2852	3494	
16	End	918	1197	1593	2152	1377	1796	2389	3228	
Interior	2233	2554	3008	3650	3416	3907	4602	5584	
14	End	1487	1926	2547	3425	2230	2889	3820	5137	
Interior	3653	4140	4828	5802	5588	6333	7387	8877	

Constants

h = 4.21"

r = 0.125"

θ = 90°

Table 27: 4.5D-12 Out-of-Plane Capacities for Grade 40 Steel
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
	
Gauge	
Span	Limit Condition	Panel Span (Support Spacing)	
				10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20	

SS	fb / Ω	141	98	72	55	43	35	29	24	21	18	16	
			Φ fb	212	147	108	83	65	53	44	37	31	27	24	
			L/360	107	62	39	26	18	13	10	8	6	5	4	
			L/240	-	93	59	39	28	20	15	12	9	7	6	
			L/180	-	-	-	52	37	27	20	16	12	10	8	
			L/120	-	-	-	-	-	-	-	23	18	15	12	

DS	fb / Ω	163	113	83	63	50	41	34	28	24	21	18	
			Φ fb	244	170	125	95	75	61	50	42	36	31	27	
			L/360	-	-	-	63	44	32	24	19	15	12	10	
			L/240	-	-	-	-	-	-	-	28	22	18	14	
			L/180	-	-	-	-	-	-	-	-	-	-	-	
			L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	203	141	104	79	63	51	42	35	30	26	23	
			Φ fb	305	212	156	119	94	76	63	53	45	39	34	
			L/360	-	137	86	58	41	30	22	17	13	11	9	
			L/240	-	-	-	-	61	44	33	26	20	16	13	
			L/180	-	-	-	-	-	-	-	34	27	22	18	
			L/120	-	-	-	-	-	-	-	-	-	-	-	

18	

SS	fb / Ω	211	146	107	82	65	53	44	37	31	27	23	
			Φ fb	317	220	161	124	98	79	65	55	47	40	35	
			L/360	151	88	55	37	26	19	14	11	9	7	6	
			L/240	-	131	83	55	39	28	21	16	13	10	8	
			L/180	-	-	-	74	52	38	28	22	17	14	11	
			L/120	-	-	-	-	-	-	43	33	26	21	17	

DS	fb / Ω	223	155	114	87	69	56	46	39	33	28	25	
			Φ fb	336	233	171	131	104	84	69	58	50	43	37	
			L/360	-	-	-	-	63	46	34	26	21	17	14	
			L/240	-	-	-	-	-	-	-	-	31	25	20	
			L/180	-	-	-	-	-	-	-	-	-	-	-	
			L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	279	194	142	109	86	70	58	48	41	36	31	
			Φ fb	419	291	214	164	129	105	87	73	62	54	47	
			L/360	-	193	122	82	57	42	31	24	19	15	12	
			L/240	-	-	-	-	86	63	47	36	29	23	19	
			L/180	-	-	-	-	-	-	-	48	38	30	25	
			L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 27: 4.5D-12 Out-of-Plane Capacities for Grade 40 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16	

SS	fb / Ω	269	186	137	105	83	67	55	47	40	34	30	
		Φ fb	404	280	206	158	125	101	83	70	60	51	45	
		L/360	197	114	72	48	34	25	18	14	11	9	7	
		L/240	-	171	107	72	51	37	28	21	17	13	11	
		L/180	-	-	-	96	67	49	37	28	22	18	15	
		L/120	-	-	-	-	-	-	55	43	34	27	22	

DS	fb / Ω	277	192	141	108	85	69	57	48	41	35	31	
		Φ fb	416	289	212	162	128	104	86	72	62	53	46	
		L/360	-	-	-	-	81	59	44	34	27	22	18	
		L/240	-	-	-	-	-	-	-	-	40	32	26	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	346	240	177	135	107	86	71	60	51	44	38	
		Φ fb	520	361	265	203	160	130	107	90	77	66	58	
		L/360	-	-	158	106	74	54	41	31	25	20	16	
		L/240	-	-	-	-	-	81	61	47	37	30	24	
		L/180	-	-	-	-	-	-	-	-	49	40	32	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

14	

SS	fb / Ω	344	239	175	134	106	86	71	60	51	44	38	
		Φ fb	517	359	264	202	159	129	107	90	76	66	57	
		L/360	249	144	91	61	43	31	23	18	14	11	9	
		L/240	-	216	136	91	64	47	35	27	21	17	14	
		L/180	-	-	-	121	85	62	47	36	28	23	18	
		L/120	-	-	-	-	-	-	70	54	42	34	28	

DS	fb / Ω	346	240	176	135	107	86	71	60	51	44	38	
		Φ fb	520	361	265	203	160	130	107	90	77	66	58	
		L/360	-	-	-	-	103	75	56	43	34	27	22	
		L/240	-	-	-	-	-	-	-	-	51	41	33	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	432	300	221	169	133	108	89	75	64	55	48	
		Φ fb	650	451	332	254	201	162	134	113	96	83	72	
		L/360	-	-	200	134	94	69	52	40	31	25	20	
		L/240	-	-	-	-	-	103	77	60	47	38	30	
		L/180	-	-	-	-	-	-	-	-	62	50	41	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TABLE 28: 4-½-inch Cellular Deep Deck Panel Properties Grade 40 Steel

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to
N.A. from Bottom	
Top Section Modulus	
Radius of Gyration	
	w	tbeam	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	4.53	0.035/0.035	40	55	1.197	4.656	1.88	1.730	1.972	
20/18	5.02	0.035/0.047	40	55	1.353	5.128	1.68	1.766	1.947	
20/16	5.55	0.035/0.059	40	55	1.508	5.507	1.52	1.792	1.911	
18/20	5.49	0.047/0.035	40	55	1.450	5.683	2.08	2.272	1.979	
18/18	5.98	0.047/0.047	40	55	1.606	6.275	1.89	2.324	1.977	
18/16	6.51	0.047/0.059	40	55	1.761	6.767	1.74	2.363	1.960	
16/20	6.45	0.059/0.035	40	55	1.703	6.629	2.22	2.798	1.973	
16/18	6.94	0.059/0.047	40	55	1.859	7.317	2.05	2.866	1.984	
16/16	7.47	0.059/0.059	40	55	2.014	7.904	1.91	2.919	1.981	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.438	0.932	1.31	0.951	2.80	3.798	3.138	4.084	3.644	
20/18	0.508	0.930	1.12	1.179	2.60	4.100	3.773	4.442	4.224	
20/16	0.597	0.964	1.02	1.500	2.38	4.244	4.330	4.665	4.722	
18/20	0.672	1.588	1.74	1.163	2.87	5.059	3.979	5.267	4.547	
18/18	0.742	1.602	1.55	1.422	2.70	5.567	4.647	5.803	5.190	
18/16	0.831	1.593	1.39	1.744	2.53	6.005	5.307	6.259	5.794	
16/20	0.953	2.201	1.99	1.426	2.89	6.326	4.821	6.427	5.424	
16/18	1.023	2.256	1.83	1.685	2.76	6.966	5.519	7.083	6.118	
16/16	1.112	2.298	1.69	2.007	2.61	7.511	6.248	7.642	6.800	

Table 29: 4.5DF-24 Out-of-Plane Capacities for Grade 50 Steel Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/20	

SS	fb / Ω	149	103	76	58	46	37	31	26	22	19	17	
		Φ fb	224	155	114	87	69	56	46	39	33	29	25	
		L/360	-	103	65	44	31	22	17	13	10	8	7	
		L/240	-	-	-	-	46	33	25	19	15	12	10	
		L/180	-	-	-	-	-	-	-	26	20	16	13	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	152	105	77	59	47	38	31	26	22	19	17	
		Φ fb	228	158	116	89	70	57	47	40	34	29	25	
		L/360	-	-	-	-	-	-	-	-	-	-	16	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	190	132	97	74	59	47	39	33	28	24	21	
		Φ fb	285	198	145	111	88	71	59	50	42	36	32	
		L/360	-	-	-	-	-	-	37	28	22	18	15	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	148	103	76	58	46	37	31	26	22	19	16	
		Φ fb	223	155	114	87	69	56	46	39	33	28	25	
		L/360	-	-	71	47	33	24	18	14	11	9	7	
		L/240	-	-	-	-	-	36	27	21	17	13	11	
		L/180	-	-	-	-	-	-	-	-	-	18	14	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	188	131	96	74	58	47	39	33	28	24	21	
		Φ fb	283	197	144	111	87	71	58	49	42	36	31	
		L/360	-	-	-	-	-	-	-	-	27	21	17	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	232	161	118	91	72	58	48	40	34	30	26	
		Φ fb	349	242	178	136	108	87	72	61	52	44	39	
		L/360	-	-	-	-	-	54	40	31	24	20	16	
		L/240	-	-	-	-	-	-	-	-	-	29	24	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 29: 4.5DF-24 Out-of-Plane Capacities for Grade 50 Steel (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)

Gauge

20/16

18/20

Span

SS

DS

TS

SS

DS

TS

Limit Condition
fb / Ω Φ fb L/360 L/240 L/180 L/120
fb / Ω Φ fb L/360 L/240 L/180 L/120
fb / Ω Φ fb L/360 L/240 L/180 L/120
fb / Ω Φ fb L/360 L/240 L/180 L/120
fb / Ω Φ fb L/360 L/240 L/180 L/120
fb / Ω Φ fb L/360 L/240 L/180 L/120

Panel Span (Support Spacing)
10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"
154	107	79	60	47	38	32	27	23	20	17
231	161	118	90	71	58	48	40	34	29	26
-	-	74	50	35	25	19	15	12	9	8
-	-	-	-	-	38	29	22	17	14	11
-	-	-	-	-	-	-	-	-	19	15
-		-		-		-		-		-		-		-		-		-		- 239	166	122	94	74	60	49	42	35	31	27
360	250	184	141	111	90	74	62	53	46	40
-	-	-	-	-	-	46	36	28	22	18
-	-	-	-	-	-	-	-	-	-	-
-	-	-	-	-	-	-	-	-	-	-
-		-		-		-		-		-		-		-		-		-		- 240	167	123	94	74	60	50	42	36	31	27
361	251	184	141	112	90	75	63	53	46	40
-	-	-	-	-	56	42	33	26	20	17
-	-	-	-	-	-	-	-	-	-	25
-	-	-	-	-	-	-	-	-	-	-
-		-		-		-		-		-		-		-		-		-		- 253	176	129	99	78	63	52	44	37	32	28
381	265	194	149	118	95	79	66	56	49	42
230	133	84	56	39	29	22	17	13	10	9
-	-	126	84	59	43	32	25	20	16	13
-	-	-	-	-	58	43	33	26	21	17
-		-		-		-		-		-		-		-		-	31	26 186	129	95	73	57	46	38	32	27	24	21
279	194	142	109	86	70	58	48	41	36	31
-	-	-	-	-	-	-	-	-	-	21
-	-	-	-	-	-	-	-	-	-	-
-	-	-	-	-	-	-	-	-	-	-
-		-		-		-		-		-		-		-		-		-		- 232	161	118	91	72	58	48	40	34	30	26
349	242	178	136	108	87	72	61	52	44	39
-	-	-	-	-	-	48	37	29	23	19
-	-	-	-	-	-	-	-	-	-	-
-	-	-	-	-	-	-	-	-	-	-
-	-	-	-	-	-	-	-	-	-	-

Table 29: 4.5DF-24 Out-of-Plane Capacities for Grade 50 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

18/18	

SS	fb / Ω	256	178	131	100	79	64	53	44	38	33	28	
		Φ fb	385	267	196	150	119	96	79	67	57	49	43	
		L/360	254	147	92	62	43	32	24	18	14	12	9	
		L/240	-	-	-	93	65	48	36	28	22	17	14	
		L/180	-	-	-	-	-	63	48	37	29	23	19	
		L/120	-	-	-	-	-	-	-	-	-	-	28	

DS	fb / Ω	227	158	116	89	70	57	47	39	34	29	25	
		Φ fb	341	237	174	133	105	85	71	59	50	44	38	
		L/360	-	-	-	-	-	-	-	-	-	28	23	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	284	197	145	111	88	71	59	49	42	36	32	
		Φ fb	427	296	218	167	132	107	88	74	63	54	47	
		L/360	-	-	-	-	-	70	53	40	32	25	21	
		L/240	-	-	-	-	-	-	-	-	-	-	31	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	254	177	130	99	79	64	53	44	38	32	28	
		Φ fb	382	266	195	149	118	96	79	66	57	49	42	
		L/360	-	158	100	67	47	34	26	20	16	12	10	
		L/240	-	-	-	-	70	51	39	30	23	19	15	
		L/180	-	-	-	-	-	-	51	40	31	25	20	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	278	193	142	109	86	70	58	48	41	36	31	
		Φ fb	419	291	214	163	129	105	86	73	62	53	47	
		L/360	-	-	-	-	-	-	-	48	37	30	24	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	348	242	178	136	107	87	72	60	51	44	39	
		Φ fb	523	363	267	204	161	131	108	91	77	67	58	
		L/360	-	-	-	-	104	75	57	44	34	28	22	
		L/240	-	-	-	-	-	-	-	-	-	41	34	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 29: 4.5DF-24 Out-of-Plane Capacities for Grade 50 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/20	

SS	fb / Ω	352	244	179	137	108	88	73	61	52	45	39	
		Φ fb	528	367	270	206	163	132	109	92	78	67	59	
		L/360	281	163	102	69	48	35	26	20	16	13	10	
		L/240	-	244	154	103	72	53	40	30	24	19	16	
		L/180	-	-	-	137	96	70	53	41	32	26	21	
		L/120	-	-	-	-	-	-	-	61	48	38	31	

DS	fb / Ω	228	158	116	89	70	57	47	40	34	29	25	
		Φ fb	342	238	175	134	106	86	71	59	51	44	38	
		L/360	-	-	-	-	-	-	-	-	-	-	25	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	285	198	145	111	88	71	59	49	42	36	32	
		Φ fb	428	297	218	167	132	107	88	74	63	55	48	
		L/360	-	-	-	-	-	-	58	45	35	28	23	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	360	250	184	141	111	90	74	63	53	46	40	
		Φ fb	541	376	276	211	167	135	112	94	80	69	60	
		L/360	310	179	113	76	53	39	29	22	18	14	11	
		L/240	-	-	169	113	80	58	44	34	26	21	17	
		L/180	-	-	-	-	106	77	58	45	35	28	23	
		L/120	-	-	-	-	-	-	-	-	53	42	34	

DS	fb / Ω	269	187	137	105	83	67	56	47	40	34	30	
		Φ fb	404	281	206	158	125	101	84	70	60	52	45	
		L/360	-	-	-	-	-	-	-	-	-	34	28	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	336	234	172	131	104	84	69	58	50	43	37	
		Φ fb	505	351	258	197	156	126	104	88	75	64	56	
		L/360	-	-	-	-	-	-	64	49	39	31	25	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 29: 4.5DF-24 Out-of-Plane Capacities for Grade 50 Steel (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge	Span	Limit Condition	Panel Span (Support Spacing)		
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"		

16/16	

SS	fb / Ω	367	255	187	143	113	92	76	64	54	47	41		
		Φ fb	551	383	281	215	170	138	114	96	82	70	61		
		L/360	334	193	122	82	57	42	31	24	19	15	12		
		L/240	-	-	183	122	86	63	47	36	29	23	19		
		L/180	-	-	-	-	-	83	63	48	38	30	25		
		L/120	-	-	-	-	-	-	-	-	-	46	37		

DS	fb / Ω	320	223	163	125	99	80	66	56	47	41	36		
		Φ fb	482	334	246	188	149	120	100	84	71	61	54		
		L/360	-	-	-	-	-	-	-	-	46	37	30		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	401	278	204	156	124	100	83	70	59	51	45		
		Φ fb	602	418	307	235	186	150	124	105	89	77	67		
		L/360	-	-	-	-	-	92	69	53	42	34	27		
		L/240	-	-	-	-	-	-	-	-	-	50	41		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

Figure 22: 6-inch-Deep Deck

6D-12 PROFILE	6DF-24 PROFILE

Table 30: 6-inch Deep Deck Panel Properties
Grade 40 Steel

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to N.A. from
Bottom	
Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgbot	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20	3.25	0.0350	40	55	0.953	5.393	3.43	1.572	2.379	
18	4.33	0.0470	40	55	1.273	7.165	3.44	2.085	2.372	
16	5.41	0.0590	40	55	1.591	8.906	3.44	2.590	2.366	
14	6.86	0.0750	40	55	2.010	11.173	3.44	3.244	2.358	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	Effective Moment of Inertia for Deflection	
		Section Modulus	Distance
to N.A. from Bottom	Section Modulus	Distance
to N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20	0.489	1.259	2.82	1.400	3.60	4.550	5.390	4.831	5.391	
18	0.771	1.957	3.05	2.071	3.45	6.561	7.165	6.762	7.165	
16	1.087	2.502	3.22	2.590	3.44	8.724	8.906	8.785	8.906	
14	1.561	3.216	3.38	3.244	3.44	11.173	11.173	11.173	11.173	

Table 31: 6D-12 and 6DF-24 Reactions at Supports GRADE 40 STEEL
Reactions at Supports (plf) Based on Web Crippling
Available Reaction Capacity at Supports (plf) Based on Web Crippling	

Gage	
Condition	Bearing Length of Webs	
		ASD, R/	LRFD, R	
		1"	2"	4"	8"	1"	2"	4"	8"	
20	End	250	331	446	592	375	497	669	888	
	Interior	616	720	867	1054	943	1102	1327	1613	
18	End	504	662	885	1201	756	993	1328	1801	
	Interior	1224	1413	1680	2058	1872	2161	2570	3149	
16	End	841	1098	1460	1973	1262	1647	2190	2959	
	Interior	2047	2341	2757	3346	3132	3582	4219	5119	
14	End	1382	1790	2367	3183	2073	2685	3551	4775	
	Interior	3395	3848	4488	5394	5195	5887	6867	8252	
	Constants	h = 5.71"	r = 0.125"	θ = 90°		

Table 32: 6D-12 Out-of-Plane Capacities for Grade 40 Steel Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)		
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"		

20	

SS	fb / Ω	201	140	103	79	62	50	42	35	30	26	22		
		Φ fb	302	210	154	118	93	76	62	52	45	39	34		
		L/360	-	122	77	52	36	26	20	15	12	10	8		
		L/240	-	-	-	77	54	40	30	23	18	14	12		
		L/180	-	-	-	-	-	-	40	31	24	19	16		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

DS	fb / Ω	224	155	114	87	69	56	46	39	33	29	25		
		Φ fb	336	233	171	131	104	84	69	58	50	43	37		
		L/360	-	-	-	-	-	-	-	37	29	23	19		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	279	194	143	109	86	70	58	49	41	36	31		
		Φ fb	420	292	214	164	130	105	87	73	62	54	47		
		L/360	-	-	-	-	80	58	44	34	27	21	17		
		L/240	-	-	-	-	-	-	-	-	40	32	26		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

18	

SS	fb / Ω	313	217	159	122	96	78	65	54	46	40	35		
		Φ fb	470	326	240	183	145	117	97	82	69	60	52		
		L/360	296	171	108	72	51	37	28	21	17	13	11		
		L/240	-	-	-	108	76	55	42	32	25	20	16		
		L/180	-	-	-	-	-	74	56	43	34	27	22		
		L/120	-	-	-	-	-	-	-	-	-	-	33		

DS	fb / Ω	331	230	169	129	102	83	68	57	49	42	37		
		Φ fb	497	345	254	194	153	124	103	86	74	63	55		
		L/360	-	-	-	-	-	-	67	51	41	32	26		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	413	287	211	161	128	103	85	72	61	53	46		
		Φ fb	621	432	317	243	192	155	128	108	92	79	69		
		L/360	-	-	-	159	112	82	61	47	37	30	24		
		L/240	-	-	-	-	-	-	-	71	56	45	36		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

Table 32: 6D-12 Out-of-Plane Capacities for Grade 40 Steel (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16	

SS	fb / Ω	399	277	204	156	123	100	83	69	59	51	44	
		Φ fb	600	417	306	235	185	150	124	104	89	77	67	
		L/360	384	222	140	94	66	48	36	28	22	17	14	
		L/240	-	-	-	141	99	72	54	42	33	26	21	
		L/180	-	-	-	-	-	96	72	56	44	35	28	
		L/120	-	-	-	-	-	-	-	-	-	-	43	

DS	fb / Ω	414	287	211	162	128	103	85	72	61	53	46	
		Φ fb	622	432	317	243	192	155	128	108	92	79	69	
		L/360	-	-	-	-	-	-	-	67	53	42	34	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	517	359	264	202	160	129	107	90	76	66	57	
		Φ fb	777	540	396	303	240	194	161	135	115	99	86	
		L/360	-	-	-	-	145	106	80	61	48	39	31	
		L/240	-	-	-	-	-	-	-	-	72	58	47	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

14	

SS	fb / Ω	514	357	262	201	158	128	106	89	76	66	57	
		Φ fb	772	536	394	302	238	193	159	134	114	98	86	
		L/360	488	283	178	119	84	61	46	35	28	22	18	
		L/240	-	-	-	179	126	92	69	53	42	33	27	
		L/180	-	-	-	-	-	122	92	71	56	44	36	
		L/120	-	-	-	-	-	-	-	-	-	-	54	

DS	fb / Ω	518	360	264	202	160	130	107	90	77	66	58	
		Φ fb	779	541	397	304	240	195	161	135	115	99	87	
		L/360	-	-	-	-	-	-	-	85	67	54	44	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	648	450	330	253	200	162	134	112	96	83	72	
		Φ fb	973	676	497	380	300	243	201	169	144	124	108	
		L/360	-	-	-	-	185	135	101	78	61	49	40	
		L/240	-	-	-	-	-	-	-	-	92	74	60	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TABLE 33: 6-inch Cellular Deep Deck Panel Properties Grade 40 Steel

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to
N.A. from Bottom	
Top Section Modulus	
Radius of Gyration	
	w	tbeam	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	4.89	0.035/0.035	40	55	1.302	8.680	2.54	2.459	2.582	
20/18	5.38	0.035/0.047	40	55	1.458	9.556	2.28	2.516	2.560	
20/16	5.92	0.035/0.059	40	55	1.613	10.270	2.08	2.558	2.524	
18/20	5.98	0.047/0.035	40	55	1.591	10.605	2.79	3.221	2.581	
18/18	6.46	0.047/0.047	40	55	1.747	11.684	2.56	3.303	2.586	
18/16	7.00	0.047/0.059	40	55	1.902	12.594	2.36	3.364	2.573	
16/20	7.06	0.059/0.035	40	55	1.880	12.394	2.97	3.962	2.567	
16/18	7.55	0.059/0.047	40	55	2.036	13.633	2.75	4.067	2.588	
16/16	8.08	0.059/0.059	40	55	2.191	14.702	2.57	4.148	2.591	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	
Compression Area	for Bending Strength	for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
								Id = (2Ie+Ig)/3	
	Ae	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.436	1.269	1.71	1.380	3.62	7.033	5.938	7.582	6.852	
20/18	0.500	1.267	1.46	1.691	3.40	7.515	7.019	8.195	7.865	
20/16	0.580	1.294	1.32	2.070	3.18	7.819	8.099	8.636	8.823	
18/20	0.675	2.201	2.31	1.755	3.72	9.584	7.520	9.924	8.548	
18/18	0.739	2.183	2.03	2.066	3.55	10.578	8.686	10.947	9.685	
18/16	0.819	2.174	1.82	2.415	3.37	11.404	9.956	11.801	10.835	
16/20	0.963	3.173	2.69	2.111	3.77	11.847	9.183	12.029	10.254	
16/18	1.027	3.258	2.48	2.427	3.63	13.005	10.392	13.214	11.472	
16/16	1.108	3.315	2.30	2.813	3.46	14.007	11.713	14.239	12.709	

Table 34: 6DF-24 Out-of-Plane Capacities for Grade 40 Steel Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/20	

SS	fb /Ω	203	141	103	79	63	51	42	35	30	26	23	
		Φfb	305	211	155	119	94	76	63	53	45	39	34	
		L/360	-	-	-	-	57	41	31	24	19	15	12	
		L/240	-	-	-	-	-	-	-	-	28	23	18	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb /Ω	220	153	112	86	68	55	46	38	33	28	24	
		Φfb	331	230	169	129	102	83	68	58	49	42	37	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb /Ω	275	191	141	108	85	69	57	48	41	35	31	
		Φfb	414	288	211	162	128	104	86	72	61	53	46	
		L/360	-	-	-	-	-	-	-	-	-	33	27	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	202	140	103	79	62	51	42	35	30	26	22	
		Φfb	304	211	155	119	94	76	63	53	45	39	34	
		L/360	-	-	-	-	61	45	34	26	20	16	13	
		L/240	-	-	-	-	-	-	-	-	-	24	20	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb /Ω	270	188	138	106	83	68	56	47	40	34	30	
		Φfb	406	282	207	159	125	101	84	70	60	52	45	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb /Ω	316	220	161	123	98	79	65	55	47	40	35	
		Φfb	475	330	242	186	147	119	98	82	70	61	53	
		L/360	-	-	-	-	-	-	-	-	45	36	29	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 34: 6DF-24 Out-of-Plane Capacities for Grade 40 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/16	

SS	fb / Ω	207	144	105	81	64	52	43	36	31	26	23	
		Φ fb	311	216	158	121	96	78	64	54	46	40	35	
		L/360	-	-	-	-	-	47	35	27	21	17	14	
		L/240	-	-	-	-	-	-	-	-	-	26	21	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	331	230	169	129	102	83	68	57	49	42	37	
		Φ fb	497	345	254	194	153	124	103	86	74	63	55	
		L/360	-	-	-	-	-	-	-	-	-	41	34	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	323	224	165	126	100	81	67	56	48	41	36	
		Φ fb	485	337	248	190	150	121	100	84	72	62	54	
		L/360	-	-	-	-	-	-	-	-	47	38	31	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	351	244	179	137	108	88	73	61	52	45	39	
		Φ fb	528	367	269	206	163	132	109	92	78	67	59	
		L/360	-	-	158	106	74	54	41	31	25	20	16	
		L/240	-	-	-	-	-	81	61	47	37	30	24	
		L/180	-	-	-	-	-	-	-	-	49	40	32	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	280	195	143	109	87	70	58	49	41	36	31	
		Φ fb	421	293	215	165	130	105	87	73	62	54	47	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	350	243	179	137	108	88	72	61	52	45	39	
		Φ fb	527	366	269	206	163	132	109	91	78	67	59	
		L/360	-	-	-	-	-	-	-	-	-	44	35	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

18/18	

SS	fb / Ω	349	242	178	136	108	87	72	61	52	44	39	
		Φ fb	524	364	267	205	162	131	108	91	78	67	58	
		L/360	-	-	174	117	82	60	45	35	27	22	18	
		L/240	-	-	-	-	-	-	67	52	41	33	27	
		L/180	-	-	-	-	-	-	-	-	-	44	35	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	330	229	168	129	102	82	68	57	49	42	37	
		Φ fb	496	344	253	194	153	124	102	86	73	63	55	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	412	286	210	161	127	103	85	72	61	53	46	
		Φ fb	620	430	316	242	191	155	128	108	92	79	69	
		L/360	-	-	-	-	-	-	-	-	60	48	39	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	347	241	177	136	107	87	72	60	51	44	39	
		Φ fb	522	362	266	204	161	130	108	91	77	67	58	
		L/360	-	-	-	126	88	64	48	37	29	23	19	
		L/240	-	-	-	-	-	-	-	56	44	35	29	
		L/180	-	-	-	-	-	-	-	-	-	-	38	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	386	268	197	151	119	96	80	67	57	49	43	
		Φ fb	580	402	296	226	179	145	120	101	86	74	64	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	482	335	246	188	149	120	100	84	71	61	54	
		Φ fb	724	503	370	283	224	181	150	126	107	92	80	
		L/360	-	-	-	-	-	-	-	82	65	52	42	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/20	

SS	fb / Ω	507	352	258	198	156	127	105	88	75	65	56	
		Φ fb	761	529	388	297	235	190	157	132	113	97	85	
		L/360	-	304	192	128	90	66	49	38	30	24	19	
		L/240	-	-	-	193	135	99	74	57	45	36	29	
		L/180	-	-	-	-	-	-	99	76	60	48	39	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	337	234	172	132	104	84	70	59	50	43	37	
		Φ fb	507	352	259	198	156	127	105	88	75	65	56	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	421	293	215	165	130	105	87	73	62	54	47	
		Φ fb	633	440	323	247	195	158	131	110	94	81	70	
		L/360	-	-	-	-	-	-	-	-	-	53	43	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	520	361	265	203	161	130	107	90	77	66	58	
		Φ fb	782	543	399	305	241	195	162	136	116	100	87	
		L/360	-	334	210	141	99	72	54	42	33	26	21	
		L/240	-	-	-	-	149	108	81	63	49	39	32	
		L/180	-	-	-	-	-	-	-	84	66	53	43	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	387	269	198	151	120	97	80	67	57	49	43	
		Φ fb	582	404	297	227	180	146	120	101	86	74	65	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	484	336	247	189	149	121	100	84	72	62	54	
		Φ fb	728	506	371	284	225	182	150	126	108	93	81	
		L/360	-	-	-	-	-	-	-	-	-	58	47	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/16	

SS	fb / Ω	529	368	270	207	163	132	109	92	78	68	59	
		Φ fb	796	553	406	311	246	199	164	138	118	101	88	
		L/360	-	360	227	152	107	78	58	45	35	28	23	
		L/240	-	-	-	-	160	117	88	68	53	43	35	
		L/180	-	-	-	-	-	-	-	90	71	57	46	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	449	312	229	175	139	112	93	78	66	57	50	
		Φ fb	675	469	344	264	208	169	139	117	100	86	75	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	561	390	286	219	173	140	116	97	83	72	62	
		Φ fb	844	586	430	330	260	211	174	146	125	108	94	
		L/360	-	-	-	-	-	-	-	-	78	63	51	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Figure 23: 7½-inch Deep Deck

7.5D-12 PROFILE	7.5DF-24 PROFILE

Table 35: 7½-inch Deep Deck Panel Properties Grade 40 Steel

Gauge	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to
N.A. from Bottom	
Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgbot	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20	3.60	0.0350	40	55	1.058	9.088	4.23	2.148	2.931	
18	4.80	0.0470	40	55	1.414	12.089	4.24	2.853	2.924	
16	6.00	0.0590	40	55	1.768	15.040	4.24	3.547	2.917	
14	7.60	0.0750	40	55	2.235	18.900	4.25	4.451	2.908	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	Effective Moment of Inertia for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20	0.491	1.572	3.36	1.740	4.65	7.822	8.478	8.244	8.681	
18	0.775	2.669	3.80	2.500	4.51	11.061	11.620	11.404	11.776	
16	1.096	3.417	3.98	3.253	4.42	14.681	14.804	14.801	14.883	
14	1.579	4.403	4.17	4.282	4.33	18.902	18.902	18.901	18.901	

Table 36: 7.5D-12 and 7.5DF-24 Reactions at Supports GRADE 40 STEEL

Reactions at Supports (plf) Based on Web Crippling
Available Reaction Capacity at Supports (plf) Based on Web Crippling	

Gage	
Condition	Bearing Length of Webs	
		ASD, R/	LRFD, R	
		1"	2"	4"	8"	1"	2"	4"	8"	
20	End	219	290	390	517	328	434	585	776	
	Interior	539	629	758	921	824	963	1159	1410	
18	End	455	598	800	1085	683	897	1200	1628	
	Interior	1106	1277	1518	1860	1692	1954	2323	2846	
16	End	775	1011	1344	1816	1162	1516	2017	2725	
	Interior	1884	2155	2539	3080	2883	3298	3884	4713	
14	End	1290	1671	2210	2972	1936	2507	3315	4458	
	Interior	3170	3593	4191	5036	4850	5497	6411	7705	
	Constants	h = 7.21"	r = 0.125"	θ = 90°		

Table 37: 7.5D-12 Out-of-Plane Capacities for Grade 40 Steel Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)		
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"		

20	

SS	fb / Ω	251	174	128	98	77	63	52	44	37	32	28		
		Φ fb	377	262	193	147	116	94	78	66	56	48	42		
		L/360	-	-	-	88	62	45	34	26	20	16	13		
		L/240	-	-	-	-	-	-	51	39	31	25	20		
		L/180	-	-	-	-	-	-	-	-	-	-	27		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

DS	fb / Ω	278	193	142	109	86	69	57	48	41	35	31		
		Φ fb	418	290	213	163	129	104	86	72	62	53	46		
		L/360	-	-	-	-	-	-	-	-	-	-	-		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	347	241	177	136	107	87	72	60	51	44	39		
		Φ fb	522	362	266	204	161	130	108	91	77	67	58		
		L/360	-	-	-	-	-	-	-	58	45	36	29		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

18	

SS	fb / Ω	426	296	217	166	132	107	88	74	63	54	47		
		Φ fb	640	445	327	250	198	160	132	111	95	82	71		
		L/360	-	288	182	122	85	62	47	36	28	23	18		
		L/240	-	-	-	-	128	93	70	54	43	34	28		
		L/180	-	-	-	-	-	-	-	72	57	45	37		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

DS	fb / Ω	399	277	204	156	123	100	82	69	59	51	44		
		Φ fb	600	417	306	234	185	150	124	104	89	77	67		
		L/360	-	-	-	-	-	-	-	-	-	-	-		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	499	347	255	195	154	125	103	87	74	64	55		
		Φ fb	750	521	383	293	232	188	155	130	111	96	83		
		L/360	-	-	-	-	-	-	-	80	63	50	41		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

Table 37: 7.5D-12 Out-of-Plane Capacities for Grade 40 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16	

SS	fb / Ω	546	379	278	213	168	136	113	95	81	70	61	
		Φ fb	820	569	418	320	253	205	169	142	121	105	91	
		L/360	-	374	236	158	111	81	61	47	37	29	24	
		L/240	-	-	-	-	166	121	91	70	55	44	36	
		L/180	-	-	-	-	-	-	-	94	74	59	48	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	519	361	265	203	160	130	107	90	77	66	58	
		Φ fb	781	542	398	305	241	195	161	136	115	100	87	
		L/360	-	-	-	-	-	-	-	-	-	-	58	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	649	451	331	254	200	162	134	113	96	83	72	
		Φ fb	976	678	498	381	301	244	202	169	144	124	108	
		L/360	-	-	-	-	-	-	134	103	81	65	53	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

14	

SS	fb / Ω	703	488	359	275	217	176	145	122	104	90	78	
		Φ fb	1057	734	539	413	326	264	218	183	156	135	117	
		L/360	-	478	301	202	142	103	78	60	47	38	31	
		L/240	-	-	-	-	212	155	116	90	70	56	46	
		L/180	-	-	-	-	-	-	-	120	94	75	61	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	684	475	349	267	211	171	141	119	101	87	76	
		Φ fb	1028	714	524	401	317	257	212	178	152	131	114	
		L/360	-	-	-	-	-	-	-	-	-	-	74	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	855	594	436	334	264	214	177	148	126	109	95	
		Φ fb	1285	892	655	502	396	321	265	223	190	164	143	
		L/360	-	-	-	-	-	-	171	132	104	83	68	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TABLE 38: 7-½-inch Cellular Deep Deck Panel Properties Grade 40 Steel

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Top Section Modulus	Radius of Gyration	
w
psf	tbeam in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sg
in3/ft	r
in	
20/20	5.24	0.035/0.035	40	55	1.407	14.152	3.21	3.249	3.171	
20/18	5.73	0.035/0.047	40	55	1.563	15.572	2.91	3.333	3.157	
20/16	6.27	0.035/0.059	40	55	1.718	16.742	2.66	3.394	3.122	
18/20	6.44	0.047/0.035	40	55	1.732	17.312	3.51	4.247	3.161	
18/18	6.93	0.047/0.047	40	55	1.888	19.036	3.23	4.364	3.175	
18/16	7.47	0.047/0.059	40	55	2.043	20.505	3.00	4.453	3.168	
16/20	7.64	0.059/0.035	40	55	2.057	20.274	3.71	5.217	3.139	
16/18	8.13	0.059/0.047	40	55	2.213	22.231	3.46	5.364	3.170	
16/16	8.67	0.059/0.059	40	55	2.368	23.937	3.25	5.479	3.180	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae
in2/ft	Se+
in3/ft	yb
in	Se-
in3/ft	yb
in	Ie+
in4/ft	Ie-
in4/ft	I+
in4/ft	I-
in4/ft	
20/20	0.434	1.606	2.09	1.871	4.39	11.253	9.648	12.220	11.150	
20/18	0.494	1.605	1.79	2.233	4.15	12.012	11.473	13.199	12.840	
20/16	0.569	1.631	1.62	2.668	3.92	12.520	13.215	13.927	14.391	
18/20	0.675	2.775	2.81	2.397	4.51	15.890	12.340	16.364	13.998	
18/18	0.736	2.762	2.49	2.759	4.33	17.473	14.254	17.994	15.848	
18/16	0.810	2.754	2.23	3.196	4.15	18.439	16.181	19.128	17.622	
16/20	0.968	4.241	3.39	2.952	4.58	19.401	15.047	19.692	16.789	
16/18	1.029	4.228	3.09	3.314	4.45	21.340	17.059	21.637	18.783	
16/16	1.103	4.193	2.82	3.709	4.30	23.056	19.135	23.349	20.736	

Table 39: 7.5DF-24 Out-of-Plane Capacities for Grade 40 Steel Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	
Span	Limit					Panel Span (Support Spacing)					
		Condition	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/20	

SS	fb / Ω	256	178	131	100	79	64	53	45	38	33	28	
		Φ fb	385	268	197	151	119	96	80	67	57	49	43	
		L/360	-	-	-	-	-	-	50	39	30	24	20	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	299	207	152	117	92	75	62	52	44	38	33	
		Φ fb	449	312	229	175	139	112	93	78	66	57	50	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	373	259	191	146	115	93	77	65	55	48	41	
		Φ fb	561	390	286	219	173	140	116	97	83	72	62	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	256	178	131	100	79	64	53	44	38	33	28	
		Φ fb	385	267	197	150	119	96	80	67	57	49	43	
		L/360	-	-	-	-	-	-	-	42	33	26	21	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	357	248	182	139	110	89	74	62	53	45	40	
		Φ fb	536	372	273	209	165	134	111	93	79	68	60	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	400	278	204	156	124	100	83	70	59	51	44	
		Φ fb	602	418	307	235	186	150	124	104	89	77	67	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)		
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"		

20/16	

SS	fb / Ω	260	181	133	102	80	65	54	45	39	33	29		
		Φ fb	391	272	200	153	121	98	81	68	58	50	43		
		L/360	-	-	-	-	-	-	-	44	35	28	23		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

DS	fb / Ω	426	296	217	166	131	107	88	74	63	54	47		
		Φ fb	640	445	327	250	198	160	132	111	95	82	71		
		L/360	-	-	-	-	-	-	-	-	-	-	-		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	407	283	208	159	126	102	84	71	60	52	45		
		Φ fb	612	425	312	239	189	153	126	106	90	78	68		
		L/360	-	-	-	-	-	-	-	-	-	-	-		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

18/20	

SS	fb / Ω	443	308	226	173	137	111	92	77	66	57	49		
		Φ fb	666	462	340	260	206	166	138	116	99	85	74		
		L/360	-	-	-	-	123	89	67	52	41	33	26		
		L/240	-	-	-	-	-	-	-	-	61	49	40		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

DS	fb / Ω	383	266	195	149	118	96	79	66	57	49	43		
		Φ fb	575	399	293	225	178	144	119	100	85	73	64		
		L/360	-	-	-	-	-	-	-	-	-	-	-		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

TS	fb / Ω	478	332	244	187	148	120	99	83	71	61	53		
		Φ fb	719	499	367	281	222	180	149	125	106	92	80		
		L/360	-	-	-	-	-	-	-	-	-	-	-		
		L/240	-	-	-	-	-	-	-	-	-	-	-		
		L/180	-	-	-	-	-	-	-	-	-	-	-		
		L/120	-	-	-	-	-	-	-	-	-	-	-		

Table 39: 7.5DF-24 Out-of-Plane Capacities for Grade 40 Steel (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)

Table 39: 7.5DF-24 Out-of-Plane Capacities for Grade 40 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

18/18	

SS	fb / Ω	441	306	225	172	136	110	91	77	65	56	49	
		Φ fb	663	460	338	259	205	166	137	115	98	85	74	
		L/360	-	-	-	-	135	98	74	57	45	36	29	
		L/240	-	-	-	-	-	-	-	-	-	54	44	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	441	306	225	172	136	110	91	76	65	56	49	
		Φ fb	662	460	338	259	204	166	137	115	98	84	74	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	551	382	281	215	170	138	114	96	81	70	61	
		Φ fb	828	575	422	323	255	207	171	144	122	106	92	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	440	305	224	172	136	110	91	76	65	56	49	
		Φ fb	661	459	337	258	204	165	137	115	98	84	73	
		L/360	-	-	-	-	-	104	79	60	48	38	31	
		L/240	-	-	-	-	-	-	-	-	-	-	46	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	510	354	260	199	158	128	105	89	75	65	57	
		Φ fb	767	533	391	300	237	192	158	133	113	98	85	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	638	443	325	249	197	159	132	111	94	81	71	
		Φ fb	959	666	489	375	296	240	198	166	142	122	107	
		L/360	-	-	-	-	-	-	-	-	-	-	68	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 39: 7.5DF-24 Out-of-Plane Capacities for Grade 40 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/20	

SS	fb / Ω	677	470	345	265	209	169	140	118	100	86	75	
		Φ fb	1018	707	519	398	314	254	210	177	151	130	113	
		L/360	-	-	314	210	148	108	81	62	49	39	32	
		L/240	-	-	-	-	-	161	121	93	73	59	48	
		L/180	-	-	-	-	-	-	-	-	98	78	64	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	471	327	241	184	145	118	97	82	70	60	52	
		Φ fb	708	492	361	277	219	177	146	123	105	90	79	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	589	409	301	230	182	147	122	102	87	75	65	
		Φ fb	886	615	452	346	273	221	183	154	131	113	98	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	675	469	344	264	208	169	139	117	100	86	75	
		Φ fb	1015	705	518	396	313	254	210	176	150	129	113	
		L/360	-	-	-	231	162	118	89	68	54	43	35	
		L/240	-	-	-	-	-	-	133	103	81	65	53	
		L/180	-	-	-	-	-	-	-	-	-	-	70	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	529	367	270	207	163	132	109	92	78	67	59	
		Φ fb	795	552	406	311	245	199	164	138	118	101	88	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	661	459	337	258	204	165	137	115	98	84	73	
		Φ fb	994	690	507	388	307	249	205	173	147	127	110	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 39: 7.5DF-24 Out-of-Plane Capacities for Grade 40 Steel (continued)
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/16	

SS	fb / Ω	669	465	342	262	207	167	138	116	99	85	74	
		Φ fb	1006	699	513	393	311	252	208	175	149	128	112	
		L/360	-	-	-	249	175	128	96	74	58	46	38	
		L/240	-	-	-	-	-	-	-	111	87	70	57	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	592	411	302	231	183	148	122	103	88	76	66	
		Φ fb	890	618	454	348	275	223	184	155	132	114	99	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	740	514	378	289	228	185	153	129	110	94	82	
		Φ fb	1113	773	568	435	343	278	230	193	165	142	124	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 40: 4.5D-12, 6D-12 and 7.5D-12 Shear and Flexibility
12/2	Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2D, 6D and 7-1/2 inch Deep Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Top Seam Side-Lap Weld and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

20	4	qa	qf	2170	3580	2166	3573	2162	3568	2160	3564	2158	3561	2156	3558	2155	3280	2154	3027	2150	2811	1873	2624	
		F	-17.8+424.8R	-14.1+364.1R	-11.4+318.6R	-9.3+283.2R	-7.6+254.9R	-6.2+231.7R	-5.1+212.4R	-4.1+196R	-3.2+182R	-2.5+169.9R	
	6	qa	qf	1792	2957	1784	2944	1779	2935	1774	2927	1770	2921	1767	2916	1765	2912	1763	2908	1761	2811	1759	2624	
		F	-16.8+424.7R	-13.2+364.1R	-10.4+318.6R	-8.3+283.2R	-6.6+254.8R	-5.2+231.7R	-4.1+212.4R	-3.1+196R	-2.3+182R	-1.5+169.9R	
	8	qa	qf	1502	2479	1492	2462	1484	2449	1478	2439	1473	2431	1469	2424	1466	2419	1463	2414	1461	2410	1459	2407	
		F	-15.8+424.7R	-12.2+364R	-9.5+318.5R	-7.3+283.1R	-5.6+254.8R	-4.3+231.7R	-3.1+212.3R	-2.1+196R	-1.3+182R	-0.5+169.9R	
	12	qa	qf	1124	1854	1111	1833	1101	1816	1093	1804	1087	1793	1082	1785	1078	1778	1074	1772	1071	1767	1068	1763	
		F	-14+424.6R	-10.3+363.9R	-7.6+318.4R	-5.4+283.1R	-3.7+254.8R	-2.3+231.6R	-1.2+212.3R	-0.2+196R	0.7+182R	1.4+169.8R	
	18	qa	qf	805	1854	849	1400	812	1340	783	1292	811	1338	787	1299	768	1267	789	1302	772	1274	757	1249	
		F	-11.2+424.4R	-7.5+363.7R	-4.8+318.3R	-2.6+282.9R	-0.9+254.6R	0.5+231.5R	1.7+212.2R	2.7+195.9R	3.6+181.9R	4.3+169.7R	
	24	qa	qf	621	1024	611	1008	604	997	599	988	594	980	590	974	587	969	585	965	583	961	581	958	
		F	-8.6+424.1R	-4.8+363.5R	-2+318R	0.2+282.7R	1.9+254.4R	3.3+231.3R	4.5+212R	5.5+195.7R	6.4+181.7R	7.1+169.6R	
	36	qa	qf	436	719	453	747	465	768	414	683	428	706	439	725	403	664	414	684	424	700	396	653	
		F	-3.5+423.4R	0.3+362.9R	3.2+317.5R	5.5+282.2R	7.3+253.9R	8.8+230.8R	10+211.6R	11+195.3R	11.9+181.3R	12.7+169.2R	

18	4	qa	qf	2992	4937	2987	4929	2984	4924	2981	4919	2979	4915	2977	4771	2976	4374	2974	4037	2973	3749	2894	3499	
		F	-6.2+203.3R	-4.5+174.2R	-3.2+152.4R	-2.2+135.5R	-1.4+122R	-0.7+110.9R	-0.1+101.6R	0.3+93.8R	0.7+87.1R	1.1+81.3R	
	6	qa	qf	2520	4157	2511	4143	2504	4132	2499	4123	2495	4116	2491	4110	2488	4106	2486	4037	2484	3749	2482	3499	
		F	-5.4+203.2R	-3.7+174.2R	-2.4+152.4R	-1.3+135.5R	-0.5+121.9R	0.1+110.9R	0.7+101.6R	1.2+93.8R	1.6+87.1R	1.9+81.3R	
	8	qa	qf	2138	3527	2126	3507	2116	3492	2109	3480	2103	3470	2098	3462	2094	3456	2091	3450	2088	3445	2085	3441	
		F	-4.6+203.2R	-2.8+174.2R	-1.5+152.4R	-0.5+135.5R	0.3+121.9R	1+110.8R	1.5+101.6R	2+93.8R	2.4+87.1R	2.8+81.3R	
	12	qa	qf	1617	2669	1601	2642	1589	2621	1579	2605	1571	2592	1565	2582	1559	2573	1555	2566	1551	2559	1548	2554	
		F	-3+203.1R	-1.2+174.1R	0.1+152.3R	1.2+135.4R	2+121.9R	2.7+110.8R	3.2+101.6R	3.7+93.7R	4.1+87R	4.4+81.2R	
	18	qa	qf	1185	2669	1232	2033	1181	1949	1140	1882	1178	1944	1145	1890	1118	1844	1149	1896	1125	1856	1104	1822	
		F	-0.6+202.9R	1.2+173.9R	2.5+152.2R	3.6+135.3R	4.4+121.7R	5.1+110.7R	5.7+101.5R	6.2+93.6R	6.6+87R	6.9+81.2R	
	24	qa	qf	932	1538	916	1512	904	1492	895	1476	887	1464	880	1452	874	1442	868	1432	863	1424	859	1418	
		F	1.7+202.7R	3.5+173.7R	4.9+152R	6+135.1R	6.8+121.6R	7.5+110.5R	8.1+101.3R	8.6+93.5R	9+86.8R	9.4+81R	
	36	qa	qf	659	1087	682	1125	699	1153	621	1025	641	1058	658	1085	603	995	619	1022	634	1046	592	976	
		F	6+202.1R	8+173.2R	9.4+151.5R	10.6+134.6R	11.5+121.2R	12.2+110.1R	12.8+100.9R	13.4+93.2R	13.8+86.5R	14.2+80.7R	

16	4	qa	qf	3812	6289	3807	6281	3803	6275	3800	6270	3798	6267	3796	5909	3794	5417	3793	5000	3792	4643	3791	4333	
		F	-2+115.1R	-1+98.7R	-0.3+86.3R	0.3+76.7R	0.8+69.1R	1.1+62.8R	1.4+57.6R	1.7+53.1R	1.9+49.3R	2.1+46R	
	6	qa	qf	3260	5379	3250	5363	3243	5351	3237	5341	3232	5333	3229	5327	3225	5322	3223	5000	3220	4643	3218	4333	
		F	-1.3+115.1R	-0.3+98.7R	0.5+86.3R	1+76.7R	1.5+69.1R	1.9+62.8R	2.2+57.5R	2.5+53.1R	2.7+49.3R	2.9+46R	
	8	qa	qf	2795	4611	2781	4588	2770	4571	2762	4557	2755	4546	2750	4537	2745	4530	2741	4523	2738	4518	2735	4333	
		F	-0.5+115.1R	0.5+98.6R	1.2+86.3R	1.8+76.7R	2.3+69R	2.6+62.8R	3+57.5R	3.2+53.1R	3.5+49.3R	3.7+46R	
	12	qa	qf	2137	3526	2117	3494	2103	3470	2091	3451	2082	3436	2075	3423	2068	3413	2063	3404	2058	3396	2054	3390	
		F	0.9+115R	1.9+98.6R	2.7+86.2R	3.3+76.7R	3.7+69R	4.1+62.7R	4.4+57.5R	4.7+53.1R	5+49.3R	5.2+46R	
	18	qa	qf	1573	3526	1637	2702	1571	2593	1519	2506	1570	2590	1527	2520	1492	2461	1533	2530	1502	2479	1475	2434	
		F	3+114.8R	4.1+98.4R	4.8+86.1R	5.4+76.5R	5.9+68.9R	6.3+62.6R	6.7+57.4R	6.9+53R	7.2+49.2R	7.4+45.9R	
	24	qa	qf	1248	2060	1229	2027	1212	1999	1197	1975	1185	1956	1176	1940	1168	1927	1161	1915	1155	1906	1150	1898	
		F	5.1+114.6R	6.1+98.2R	6.9+85.9R	7.6+76.4R	8.1+68.7R	8.5+62.5R	8.8+57.3R	9.1+52.9R	9.4+49.1R	9.6+45.8R	
	36	qa	qf	878	1449	911	1504	936	1545	832	1373	860	1419	883	1456	809	1335	832	1373	852	1406	795	1312	
		F	9+114.1R	10.1+97.7R	11+85.5R	11.7+76R	12.2+68.4R	12.7+62.1R	13+56.9R	13.4+52.6R	13.6+48.8R	13.9+45.5R	

14	4	qa	qf	4950	8168	4945	8159	4941	8153	4938	8148	4935	8144	4933	7496	4932	6871	4930	6343	4929	5890	4928	5497	
		F	0.2+63.2R	0.8+54.2R	1.2+47.4R	1.5+42.1R	1.7+37.9R	1.9+34.5R	2.1+31.6R	2.3+29.2R	2.4+27.1R	2.5+25.3R	
	6	qa	qf	4293	7083	4282	7065	4273	7051	4267	7040	4262	7032	4257	7025	4254	6871	4251	6343	4248	5890	4246	5497	
		F	0.9+63.2R	1.4+54.1R	1.8+47.4R	2.1+42.1R	2.4+37.9R	2.6+34.5R	2.8+31.6R	2.9+29.2R	3.1+27.1R	3.2+25.3R	
	8	qa	qf	3717	6132	3700	6106	3688	6085	3678	6070	3671	6057	3664	6046	3659	6038	3655	6030	3651	5890	3648	5497	
		F	1.5+63.1R	2.1+54.1R	2.5+47.4R	2.8+42.1R	3.1+37.9R	3.3+34.4R	3.4+31.6R	3.6+29.1R	3.7+27.1R	3.8+25.3R	
	12	qa	qf	2872	4739	2849	4700	2831	4671	2817	4648	2806	4630	2797	4615	2789	4603	2783	4592	2777	4583	2773	4575	
		F	2.8+63.1R	3.4+54.1R	3.8+47.3R	4.1+42R	4.4+37.8R	4.6+34.4R	4.8+31.5R	4.9+29.1R	5.1+27R	5.2+25.2R	
	18	qa	qf	2126	4739	2214	3653	2127	3510	2059	3397	2128	3512	2072	3419	2025	3341	2081	3434	2040	3367	2005	3308	
		F	4.7+62.9R	5.3+53.9R	5.7+47.2R	6+41.9R	6.3+37.7R	6.5+34.3R	6.7+31.4R	6.9+29R	7+27R	7.1+25.2R	
	24	qa	qf	1698	2801	1667	2750	1643	2711	1625	2681	1610	2657	1598	2637	1588	2621	1580	2607	1573	2595	1566	2584	
		F	6.5+62.7R	7.1+53.8R	7.6+47R	7.9+41.8R	8.2+37.6R	8.5+34.2R	8.7+31.3R	8.8+28.9R	9+26.9R	9.1+25.1R	
	36	qa	qf	1191	1965	1239	2044	1275	2104	1133	1870	1173	1935	1205	1988	1104	1822	1137	1876	1165	1922	1087	1794	
		F	9.9+62.2R	10.6+53.3R	11.2+46.6R	11.6+41.4R	11.9+37.3R	12.2+33.9R	12.4+31R	12.6+28.6R	12.8+26.6R	12.9+24.8R	

Table 40: 4.5D-12, 6D-12 and 7.5D-12 Shear and Flexibility
12/2		Allowable Shear, qa(plf), Factored Shear, qf(plf)					4 -1/2D, 6D and 7-1/2 inch Deep Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)					with Button Punch and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

20	4	qa	qf	360	595	351	579	344	567	338	558	334	551	330	545	327	540	325	536	322	532	321	529	
		F	20.4+417.2R	25.6+357R	29.5+311.9R	32.6+276.8R	35.1+248.9R	37.2+226R	38.9+207R	40.4+190.9R	41.7+177.1R	42.8+165.2R	
	6	qa	qf	262	433	253	417	246	406	240	396	236	389	232	383	229	378	227	374	224	370	223	367	
		F	33.7+412.3R	40+352R	45+306.9R	49+271.9R	52.2+244R	55+221.2R	57.3+202.3R	59.3+186.3R	61+172.7R	62.5+160.9R	
	8	qa	qf	213	352	204	336	197	325	191	316	187	308	183	302	180	297	178	293	175	290	174	286	
		F	44.2+407.7R	51.8+347.2R	57.8+301.9R	62.8+266.9R	66.9+239R	70.3+216.2R	73.3+197.3R	75.9+181.4R	78.1+167.8R	80.1+156.1R	
	12	qa	qf	164	271	155	256	148	244	142	235	138	227	134	221	131	217	129	212	126	209	125	206	
		F	59.7+400.1R	69.6+338.8R	77.8+293.1R	84.6+257.6R	90.4+229.4R	95.4+206.4R	99.8+187.4R	103.6+171.4R	107.1+157.8R	110.1+146R	
	18	qa	qf	132	271	127	209	117	193	110	181	108	179	103	170	99	163	99	163	95	157	92	152	
		F	75+391.7R	87.8+329.3R	98.6+282.5R	107.9+246.1R	116.1+217.2R	123.3+193.6R	129.7+174.1R	135.5+157.7R	140.7+143.7R	145.5+131.7R	
	24	qa	qf	115	190	106	175	99	163	93	154	89	147	85	141	82	136	80	131	77	128	76	125	
		F	85+385.8R	100+322.3R	112.9+274.5R	124.3+237.3R	134.5+207.5R	143.6+183.2R	151.9+163R	159.4+146R	166.3+131.5R	172.6+119R	
	36	qa	qf	99	164	92	152	87	143	77	127	74	122	72	119	66	109	65	107	63	105	59	98	
		F	97.3+378.1R	115.3+312.9R	131.4+263.5R	145.8+224.7R	159.1+193.5R	171.2+167.7R	182.4+146.2R	192.8+128R	202.5+112.4R	211.6+98.9R	

18	4	qa	qf	642	1059	626	1033	614	1013	605	998	597	985	591	975	586	967	582	960	578	954	575	949	
		F	26.7+196.8R	29.8+168.1R	32.1+146.7R	34+130R	35.5+116.8R	36.7+106R	37.8+97R	38.7+89.4R	39.5+82.9R	40.2+77.3R	
	6	qa	qf	465	768	449	741	437	722	428	706	421	694	414	684	409	675	405	668	401	662	398	657	
		F	38.2+192.5R	42.3+163.8R	45.5+142.3R	48.1+125.8R	50.3+112.6R	52.1+101.8R	53.7+92.9R	55+85.4R	56.2+79.1R	57.2+73.5R	
	8	qa	qf	377	622	361	595	349	576	340	560	332	548	326	538	321	530	317	523	313	516	310	511	
		F	47.2+188.6R	52.4+159.6R	56.6+138.1R	60+121.4R	62.9+108.2R	65.3+97.5R	67.5+88.6R	69.3+81.2R	70.9+74.8R	72.4+69.4R	
	12	qa	qf	289	476	273	450	261	430	251	415	244	402	238	392	233	384	228	377	225	371	221	365	
		F	60.6+182R	67.8+152.4R	73.8+130.4R	78.8+113.4R	83.2+100R	87+89.1R	90.3+80.1R	93.3+72.5R	95.9+66.2R	98.3+60.7R	
	18	qa	qf	230	476	222	366	205	339	192	317	191	315	181	299	174	287	174	287	168	277	163	268	
		F	73.8+174.7R	83.4+144.2R	91.7+121.3R	99+103.6R	105.3+89.5R	111+78R	116.1+68.6R	120.8+60.7R	124.9+54R	128.8+48.3R	
	24	qa	qf	200	330	184	304	172	284	163	269	155	256	149	246	144	238	140	231	136	225	133	220	
		F	82.4+169.6R	94+138.2R	104.1+114.4R	113.1+95.9R	121.2+81.1R	128.6+69R	135.3+59R	141.4+50.6R	147+43.5R	152.2+37.4R	
	36	qa	qf	171	282	159	262	150	248	133	220	129	213	125	207	115	189	113	186	111	183	104	171	
		F	93.1+163R	107.2+130.1R	120+104.9R	131.7+85.1R	142.4+69R	152.4+55.7R	161.6+44.6R	170.2+35.1R	178.3+27R	185.8+20R	

16	4	qa	qf	974	1607	954	1574	939	1550	928	1531	918	1515	911	1503	905	1493	899	1484	895	1476	891	1470	
		F	27.4+109.3R	29.6+93.2R	31.2+81.2R	32.6+71.9R	33.6+64.5R	34.6+58.4R	35.3+53.4R	36+49.2R	36.5+45.6R	37+42.4R	
	6	qa	qf	695	1147	676	1115	661	1090	649	1071	640	1056	632	1044	626	1033	621	1024	616	1017	612	1010	
		F	37.6+105.5R	40.7+89.3R	43.2+77.3R	45.2+68R	46.8+60.7R	48.3+54.7R	49.5+49.8R	50.5+45.7R	51.4+42.1R	52.2+39.1R	
	8	qa	qf	556	918	536	885	522	860	510	841	501	826	493	814	487	803	482	795	477	787	473	781	
		F	45.7+102R	49.8+85.6R	53+73.5R	55.8+64.2R	58.1+56.8R	60.1+50.9R	61.8+46R	63.3+41.9R	64.6+38.4R	65.8+35.4R	
	12	qa	qf	417	688	397	655	382	631	371	612	362	596	354	584	348	574	342	565	338	557	334	551	
		F	57.7+96.1R	63.5+79.2R	68.4+66.7R	72.6+57R	76.2+49.4R	79.4+43.3R	82.2+38.3R	84.7+34.2R	86.9+30.6R	88.9+27.7R	
	18	qa	qf	324	688	318	524	295	487	278	459	278	459	265	438	255	420	257	423	248	410	241	398	
		F	69.4+89.7R	77.5+71.9R	84.4+58.5R	90.6+48.2R	96+40.1R	100.9+33.5R	105.2+28.1R	109.2+23.6R	112.8+19.8R	116.1+16.6R	
	24	qa	qf	278	458	258	425	243	401	231	382	222	367	215	354	208	344	203	335	199	328	195	321	
		F	77.1+85.1R	86.9+66.5R	95.5+52.4R	103.2+41.4R	110.2+32.6R	116.5+25.4R	122.3+19.5R	127.6+14.6R	132.5+10.4R	137+6.9R	
	36	qa	qf	231	381	218	360	208	344	185	305	180	298	177	292	162	267	160	264	159	262	148	244	
		F	86.7+79.2R	98.7+59.3R	109.7+43.9R	119.8+31.7R	129.1+21.8R	137.8+13.5R	145.8+6.6R	153.4+0.7R	160.4+-4.3R	167+-8.7R	

14	4	qa	qf	1523	2512	1498	2472	1479	2441	1465	2417	1451	2394	1439	2374	1429	2357	1420	2343	1413	2331	1406	2320	
		F	26.3+58R	27.9+49.3R	29.1+42.8R	30.1+37.8R	30.9+33.8R	31.6+30.6R	32.2+27.9R	32.6+25.6R	33.1+23.7R	33.5+22.1R	
	6	qa	qf	1073	1770	1048	1729	1029	1699	1015	1675	1004	1656	994	1640	986	1627	980	1616	974	1607	969	1599	
		F	35.4+54.7R	37.8+45.9R	39.7+39.4R	41.3+34.4R	42.6+30.5R	43.7+27.3R	44.7+24.7R	45.5+22.5R	46.3+20.7R	46.9+19.1R	
	8	qa	qf	848	1399	823	1358	804	1327	790	1304	779	1285	769	1269	761	1256	755	1245	749	1236	744	1228	
		F	42.5+51.5R	45.8+42.6R	48.5+36R	50.7+31R	52.6+27R	54.2+23.9R	55.6+21.3R	56.9+19.2R	58+17.4R	58.9+15.8R	
	12	qa	qf	623	1027	598	987	579	956	565	932	554	913	544	898	536	885	530	874	524	865	519	856	
		F	53.1+46.3R	58+36.9R	62.1+30R	65.6+24.6R	68.7+20.5R	71.4+17.2R	73.7+14.5R	75.8+12.3R	77.7+10.5R	79.5+9R	
	18	qa	qf	473	1027	469	774	439	724	415	685	419	691	401	662	386	637	391	645	379	626	369	609	
		F	63.6+40.6R	70.4+30.4R	76.3+22.7R	81.5+16.8R	86.2+12.2R	90.4+8.5R	94.2+5.4R	97.6+2.9R	100.7+0.9R	103.6+-0.8R	
	24	qa	qf	398	656	373	615	354	585	340	561	329	542	319	527	311	514	305	503	299	493	294	485	
		F	70.4+36.6R	78.7+25.6R	86.1+17.3R	92.7+10.8R	98.8+5.6R	104.3+1.3R	109.3+-2.1R	113.9+-5R	118.2+-7.4R	122.1+-9.5R	
	36	qa	qf	323	532	309	509	298	492	265	437	261	431	258	425	236	390	235	388	235	387	219	361	
		F	78.8+31.3R	89.2+19.2R	98.7+9.8R	107.5+2.2R	115.6+-4R	123.1+-9.2R	130.2+-13.6R	136.8+-17.3R	142.9+-20.5R	148.7+-23.3R	

Table 40A: 4.5DF-24, 6DF-24 and 7.5DF-24 Shear and Flexibility
24/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2DF, 6DF and 7-1/2 inch Deep Cellular Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with Top Seam Side-Lap Weld and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

20/20	4	qa	qf	2988	4929	2966	4894	2949	4867	2937	4845	2926	4828	2918	4814	2911	4803	2905	4793	2899	4784	2895	4777	
		F	-0.7+75.1R	0+64.3R	0.4+56.3R	0.8+50R	1.1+45R	1.4+40.9R	1.6+37.5R	1.7+34.6R	1.9+32.2R	2+30R	
	6	qa	qf	2253	3717	2224	3670	2203	3635	2186	3608	2173	3586	2162	3568	2153	3552	2145	3540	2139	3529	2133	3519	
		F	-0.2+75.1R	0.4+64.3R	0.9+56.3R	1.3+50R	1.6+45R	1.9+40.9R	2.1+37.5R	2.2+34.6R	2.4+32.2R	2.5+30R	
	8	qa	qf	1813	2991	1781	2939	1758	2900	1739	2870	1724	2845	1712	2825	1702	2809	1694	2794	1686	2782	1680	2771	
		F	0.3+75R	0.9+64.3R	1.4+56.3R	1.8+50R	2.1+45R	2.3+40.9R	2.5+37.5R	2.7+34.6R	2.9+32.2R	3+30R	
	12	qa	qf	1299	2143	1272	2098	1251	2065	1235	2039	1223	2018	1212	2000	1204	1986	1196	1974	1190	1964	1184	1953	
		F	1.2+74.9R	1.8+64.2R	2.3+56.2R	2.7+50R	3+45R	3.3+40.9R	3.5+37.5R	3.7+34.6R	3.8+32.1R	4+30R	
	18	qa	qf	929	2143	955	1576	905	1493	866	1429	890	1469	860	1418	834	1376	855	1411	834	1376	815	1345	
		F	2.5+74.8R	3.2+64.1R	3.7+56.1R	4.1+49.8R	4.4+44.9R	4.7+40.8R	4.9+37.4R	5.1+34.5R	5.2+32R	5.4+29.9R	
	24	qa	qf	745	1229	718	1184	697	1150	681	1124	669	1103	658	1086	649	1072	642	1060	636	1049	630	1040	
		F	3.7+74.6R	4.4+63.9R	5+55.9R	5.4+49.7R	5.7+44.7R	6+40.6R	6.2+37.3R	6.4+34.4R	6.6+31.9R	6.8+29.8R	
	36	qa	qf	560	924	559	923	559	922	496	819	502	829	507	837	465	767	472	778	478	788	446	735	
		F	6+74.1R	6.8+63.5R	7.4+55.5R	7.9+49.3R	8.3+44.4R	8.6+40.3R	8.8+36.9R	9.1+34.1R	9.3+31.7R	9.4+29.5R	

20/18	4	qa	qf	4057	6694	4036	6659	4020	6633	4008	6613	3998	6596	3990	6583	3983	6572	3977	6562	3972	6515	3547	5676	
		F	0.2+50.5R	0.7+43.3R	1+37.9R	1.3+33.7R	1.5+30.3R	1.6+27.6R	1.8+25.3R	1.9+23.3R	2+21.7R	2.1+20.2R	
	6	qa	qf	3135	5173	3106	5124	3083	5087	3066	5058	3052	5035	3040	5016	3030	5000	3022	4986	3015	4975	3009	4964	
		F	0.7+50.5R	1.1+43.3R	1.4+37.9R	1.7+33.7R	1.9+30.3R	2+27.6R	2.2+25.3R	2.3+23.3R	2.4+21.7R	2.5+20.2R	
	8	qa	qf	2545	4200	2511	4143	2485	4100	2464	4066	2448	4039	2434	4017	2423	3998	2414	3983	2406	3969	2398	3957	
		F	1.1+50.5R	1.5+43.3R	1.8+37.9R	2.1+33.7R	2.3+30.3R	2.5+27.5R	2.6+25.3R	2.7+23.3R	2.8+21.6R	2.9+20.2R	
	12	qa	qf	1861	3070	1829	3017	1799	2969	1776	2931	1758	2900	1743	2875	1730	2854	1719	2837	1710	2822	1702	2808	
		F	1.8+50.4R	2.3+43.2R	2.6+37.8R	2.9+33.6R	3.1+30.3R	3.3+27.5R	3.4+25.2R	3.5+23.3R	3.6+21.6R	3.7+20.2R	
	18	qa	qf	1314	3070	1360	2245	1293	2133	1240	2047	1280	2113	1239	2044	1204	1986	1237	2042	1208	1992	1182	1950	
		F	3+50.3R	3.4+43.1R	3.8+37.7R	4.1+33.5R	4.3+30.2R	4.5+27.4R	4.6+25.1R	4.8+23.2R	4.9+21.5R	5+20.1R	
	24	qa	qf	1040	1716	1009	1665	985	1626	967	1595	952	1571	940	1551	930	1535	922	1521	915	1509	908	1499	
		F	4.1+50.2R	4.6+43R	4.9+37.6R	5.2+33.4R	5.5+30.1R	5.6+27.3R	5.8+25R	5.9+23.1R	6.1+21.5R	6.2+20R	
	36	qa	qf	767	1265	774	1278	780	1287	694	1144	706	1165	717	1182	657	1084	669	1105	680	1122	635	1048	
		F	6+49.8R	6.6+42.6R	7+37.3R	7.4+33.1R	7.7+29.8R	7.9+27.1R	8.1+24.8R	8.2+22.9R	8.4+21.2R	8.5+19.8R	

20/16	4	qa	qf	5118	8445	5098	8411	5083	8386	5071	8366	5061	8351	5053	8338	5046	8327	5041	8155	4511	7218	3930	6288	
		F	0.7+35.9R	1+30.8R	1.3+26.9R	1.4+23.9R	1.6+21.6R	1.7+19.6R	1.8+18R	1.9+16.6R	2+15.4R	2+14.4R	
	6	qa	qf	4040	6667	4009	6616	3986	6577	3968	6547	3953	6522	3941	6502	3931	6486	3922	6471	3915	6459	3908	6288	
		F	1.1+35.9R	1.4+30.8R	1.6+26.9R	1.8+23.9R	2+21.5R	2.1+19.6R	2.2+18R	2.3+16.6R	2.3+15.4R	2.4+14.4R	
	8	qa	qf	3311	5463	3273	5401	3245	5354	3223	5317	3205	5288	3190	5264	3178	5244	3168	5227	3159	5212	3151	5199	
		F	1.4+35.9R	1.8+30.8R	2+26.9R	2.2+23.9R	2.3+21.5R	2.4+19.6R	2.5+17.9R	2.6+16.6R	2.7+15.4R	2.8+14.4R	
	12	qa	qf	2441	4028	2397	3955	2364	3901	2338	3858	2317	3824	2300	3796	2286	3772	2274	3752	2264	3735	2255	3721	
		F	2.2+35.8R	2.5+30.7R	2.7+26.9R	2.9+23.9R	3.1+21.5R	3.2+19.5R	3.3+17.9R	3.4+16.5R	3.4+15.4R	3.5+14.3R	
	18	qa	qf	1717	4028	1789	2951	1704	2811	1638	2702	1696	2798	1643	2711	1598	2637	1646	2716	1608	2653	1575	2598	
		F	3.2+35.7R	3.5+30.6R	3.8+26.8R	4+23.8R	4.1+21.4R	4.3+19.5R	4.4+17.8R	4.5+16.5R	4.5+15.3R	4.6+14.3R	
	24	qa	qf	1347	2222	1313	2166	1288	2125	1268	2092	1252	2066	1239	2045	1228	2027	1219	2012	1211	1999	1205	1988	
		F	4.1+35.6R	4.5+30.5R	4.8+26.7R	5+23.7R	5.2+21.3R	5.3+19.4R	5.4+17.8R	5.5+16.4R	5.6+15.2R	5.7+14.2R	
	36	qa	qf	977	1612	996	1643	1010	1667	898	1481	919	1516	936	1545	858	1416	878	1448	894	1476	835	1377	
		F	5.9+35.2R	6.4+30.2R	6.7+26.4R	6.9+23.4R	7.1+21.1R	7.3+19.1R	7.5+17.5R	7.6+16.2R	7.7+15R	7.8+14R	

Table 40A: 4.5DF-24, 6DF-24 and 7.5DF-24 Shear and Flexibility
24/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2DF, 6DF and 7-1/2 inch Deep Cellular Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Top Seam Side-Lap Weld and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

18/20	4	qa	qf	3165	5222	3135	5173	3113	5136	3095	5108	3081	5084	3070	5065	3060	5050	3052	5036	3045	5025	3039	5015	
		F	0.4+50.5R	0.8+43.3R	1.1+37.9R	1.4+33.7R	1.6+30.3R	1.8+27.6R	1.9+25.3R	2+23.3R	2.1+21.7R	2.2+20.2R	
	6	qa	qf	2353	3882	2317	3823	2290	3778	2268	3743	2251	3715	2237	3692	2226	3672	2216	3656	2207	3642	2200	3630	
		F	0.8+50.5R	1.3+43.3R	1.6+37.9R	1.9+33.7R	2.1+30.3R	2.2+27.6R	2.4+25.3R	2.5+23.3R	2.6+21.6R	2.7+20.2R	
	8	qa	qf	1883	3106	1848	3049	1819	3001	1796	2963	1777	2933	1762	2908	1750	2887	1739	2869	1730	2854	1722	2841	
		F	1.3+50.5R	1.8+43.3R	2.1+37.9R	2.3+33.7R	2.6+30.3R	2.7+27.5R	2.9+25.2R	3+23.3R	3.1+21.6R	3.2+20.2R	
	12	qa	qf	1328	2192	1297	2140	1273	2101	1255	2071	1240	2047	1228	2027	1218	2010	1210	1996	1203	1984	1196	1974	
		F	2.2+50.4R	2.7+43.2R	3+37.8R	3.3+33.6R	3.5+30.2R	3.7+27.5R	3.8+25.2R	3.9+23.3R	4+21.6R	4.1+20.2R	
	18	qa	qf	959	2192	980	1617	927	1530	886	1461	908	1498	876	1445	849	1401	869	1434	846	1397	827	1364	
		F	3.5+50.2R	4+43.1R	4.3+37.7R	4.6+33.5R	4.9+30.1R	5+27.4R	5.2+25.1R	5.3+23.2R	5.4+21.5R	5.5+20.1R	
	24	qa	qf	774	1277	743	1226	719	1187	701	1156	686	1132	674	1112	664	1096	656	1082	649	1070	642	1060	
		F	4.7+50R	5.2+42.9R	5.6+37.5R	5.9+33.3R	6.2+30R	6.4+27.2R	6.5+25R	6.7+23R	6.8+21.4R	6.9+20R	
	36	qa	qf	589	973	584	964	581	958	516	852	520	858	523	863	479	791	485	801	490	809	457	755	
		F	6.9+49.6R	7.5+42.4R	8+37.1R	8.4+32.9R	8.7+29.6R	8.9+26.9R	9.1+24.6R	9.3+22.7R	9.4+21.1R	9.6+19.7R	

18/18	4	qa	qf	4315	7120	4287	7073	4265	7038	4248	7010	4235	6988	4224	6969	4214	6954	4207	6941	4200	6930	4194	6920	
		F	0.8+35.9R	1.1+30.8R	1.3+26.9R	1.5+23.9R	1.7+21.6R	1.8+19.6R	1.9+18R	2+16.6R	2+15.4R	2.1+14.4R	
	6	qa	qf	3275	5404	3238	5342	3209	5295	3187	5258	3169	5229	3154	5204	3142	5184	3131	5167	3122	5152	3115	5139	
		F	1.2+35.9R	1.5+30.8R	1.8+26.9R	1.9+23.9R	2.1+21.5R	2.2+19.6R	2.3+17.9R	2.4+16.6R	2.5+15.4R	2.5+14.4R	
	8	qa	qf	2641	4358	2599	4288	2567	4235	2542	4194	2522	4161	2505	4133	2491	4110	2479	4091	2469	4075	2461	4060	
		F	1.6+35.9R	1.9+30.8R	2.2+26.9R	2.4+23.9R	2.5+21.5R	2.6+19.6R	2.7+17.9R	2.8+16.6R	2.9+15.4R	2.9+14.3R	
	12	qa	qf	1877	3098	1844	3042	1818	3000	1798	2967	1783	2941	1770	2920	1759	2902	1750	2887	1742	2874	1735	2863	
		F	2.4+35.8R	2.7+30.7R	3+26.9R	3.2+23.9R	3.3+21.5R	3.4+19.5R	3.5+17.9R	3.6+16.5R	3.7+15.3R	3.8+14.3R	
	18	qa	qf	1331	3098	1375	2269	1306	2154	1252	2065	1291	2129	1248	2059	1212	2000	1245	2054	1215	2004	1188	1961	
		F	3.5+35.7R	3.9+30.6R	4.1+26.7R	4.3+23.8R	4.5+21.4R	4.6+19.4R	4.7+17.8R	4.8+16.4R	4.9+15.3R	5+14.3R	
	24	qa	qf	1057	1744	1023	1688	998	1647	978	1614	962	1588	949	1567	939	1549	930	1534	922	1521	915	1510	
		F	4.6+35.5R	5+30.4R	5.2+26.6R	5.5+23.6R	5.6+21.3R	5.8+19.3R	5.9+17.7R	6+16.4R	6.1+15.2R	6.2+14.2R	
	36	qa	qf	784	1293	789	1302	793	1308	705	1163	716	1182	726	1198	665	1098	677	1117	687	1134	642	1059	
		F	6.5+35.1R	7+30.1R	7.3+26.3R	7.6+23.3R	7.8+21R	8+19R	8.2+17.5R	8.3+16.1R	8.4+14.9R	8.5+13.9R	

18/16	4	qa	qf	5453	8997	5425	8952	5405	8918	5388	8891	5375	8869	5365	8852	5356	8837	5348	8824	5342	8635	5327	8059	
		F	1+26.6R	1.3+22.8R	1.4+19.9R	1.6+17.7R	1.7+16R	1.8+14.5R	1.8+13.3R	1.9+12.3R	2+11.4R	2+10.6R	
	6	qa	qf	4223	6968	4184	6903	4154	6854	4131	6816	4112	6785	4097	6760	4084	6739	4073	6721	4064	6705	4056	6692	
		F	1.4+26.6R	1.6+22.8R	1.8+19.9R	1.9+17.7R	2+15.9R	2.1+14.5R	2.2+13.3R	2.3+12.3R	2.3+11.4R	2.4+10.6R	
	8	qa	qf	3431	5661	3385	5586	3351	5528	3324	5484	3302	5448	3284	5419	3269	5394	3257	5373	3246	5355	3236	5340	
		F	1.8+26.6R	2+22.8R	2.2+19.9R	2.3+17.7R	2.4+15.9R	2.5+14.5R	2.6+13.3R	2.6+12.3R	2.7+11.4R	2.7+10.6R	
	12	qa	qf	2457	4054	2423	3998	2398	3956	2378	3923	2362	3897	2349	3876	2335	3853	2321	3830	2309	3810	2298	3792	
		F	2.5+26.5R	2.7+22.7R	2.9+19.9R	3+17.7R	3.1+15.9R	3.2+14.5R	3.3+13.2R	3.4+12.2R	3.4+11.4R	3.5+10.6R	
	18	qa	qf	1717	4054	1789	2951	1704	2811	1638	2702	1696	2798	1643	2711	1598	2637	1646	2716	1608	2653	1575	2598	
		F	3.5+26.4R	3.7+22.6R	3.9+19.8R	4.1+17.6R	4.2+15.8R	4.3+14.4R	4.4+13.2R	4.5+12.2R	4.5+11.3R	4.6+10.5R	
	24	qa	qf	1347	2222	1313	2166	1288	2125	1268	2092	1252	2066	1239	2045	1228	2027	1219	2012	1211	1999	1205	1988	
		F	4.4+26.2R	4.7+22.5R	4.9+19.7R	5.1+17.5R	5.2+15.7R	5.4+14.3R	5.4+13.1R	5.5+12.1R	5.6+11.2R	5.7+10.5R	
	36	qa	qf	977	1612	996	1643	1010	1667	898	1481	919	1516	936	1545	858	1416	878	1448	894	1476	835	1377	
		F	6.2+25.9R	6.6+22.2R	6.8+19.4R	7+17.2R	7.2+15.5R	7.3+14R	7.5+12.9R	7.6+11.9R	7.6+11R	7.7+10.3R	

24/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2DF, 6DF and 7-1/2 inch Deep Cellular Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with Top Seam Side-Lap Weld and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

16/20	4	qa	qf	3307	5457	3270	5395	3242	5349	3219	5312	3202	5283	3187	5258	3175	5238	3164	5221	3155	5206	3148	5194	
		F	0.9+35.9R	1.2+30.8R	1.5+26.9R	1.7+23.9R	1.8+21.5R	1.9+19.6R	2+18R	2.1+16.6R	2.2+15.4R	2.2+14.4R	
	6	qa	qf	2439	4024	2395	3951	2362	3896	2336	3854	2315	3820	2298	3791	2284	3768	2272	3748	2261	3731	2252	3716	
		F	1.4+35.9R	1.7+30.8R	2+26.9R	2.1+23.9R	2.3+21.5R	2.4+19.6R	2.5+17.9R	2.6+16.6R	2.7+15.4R	2.7+14.4R	
	8	qa	qf	1900	3134	1866	3078	1840	3037	1821	3004	1805	2978	1792	2957	1781	2939	1772	2924	1764	2911	1757	2899	
		F	1.9+35.9R	2.2+30.7R	2.4+26.9R	2.6+23.9R	2.8+21.5R	2.9+19.6R	3+17.9R	3.1+16.5R	3.1+15.4R	3.2+14.3R	
	12	qa	qf	1345	2220	1311	2164	1286	2122	1266	2089	1251	2063	1238	2042	1227	2024	1218	2009	1210	1996	1203	1985	
		F	2.8+35.8R	3.1+30.7R	3.3+26.8R	3.5+23.8R	3.7+21.5R	3.8+19.5R	3.9+17.9R	4+16.5R	4.1+15.3R	4.2+14.3R	
	18	qa	qf	976	2220	995	1641	940	1550	897	1480	918	1515	885	1460	857	1415	877	1447	854	1409	834	1376	
		F	4+35.6R	4.4+30.5R	4.7+26.7R	4.9+23.7R	5.1+21.3R	5.2+19.4R	5.3+17.8R	5.4+16.4R	5.5+15.2R	5.6+14.2R	
	24	qa	qf	791	1305	757	1249	732	1208	712	1175	696	1149	683	1128	673	1110	664	1095	656	1082	649	1071	
		F	5.2+35.4R	5.6+30.3R	5.9+26.5R	6.2+23.5R	6.4+21.2R	6.5+19.3R	6.6+17.6R	6.8+16.3R	6.8+15.1R	6.9+14.1R	
	36	qa	qf	606	1000	599	988	593	979	527	870	530	875	532	878	488	805	493	813	497	821	464	766	
		F	7.4+34.9R	7.9+29.9R	8.3+26.1R	8.6+23.1R	8.8+20.8R	9+18.9R	9.2+17.3R	9.3+16R	9.5+14.8R	9.6+13.8R	

16/18	4	qa	qf	4528	7472	4492	7412	4464	7366	4443	7331	4426	7302	4411	7279	4399	7259	4389	7242	4381	7228	4373	7216	
		F	1.1+26.6R	1.4+22.8R	1.5+19.9R	1.7+17.7R	1.8+16R	1.9+14.5R	1.9+13.3R	2+12.3R	2+11.4R	2.1+10.6R	
	6	qa	qf	3393	5599	3347	5523	3313	5466	3285	5421	3263	5385	3246	5355	3231	5330	3218	5310	3207	5292	3198	5276	
		F	1.5+26.6R	1.8+22.8R	1.9+19.9R	2.1+17.7R	2.2+15.9R	2.3+14.5R	2.3+13.3R	2.4+12.3R	2.5+11.4R	2.5+10.6R	
	8	qa	qf	2698	4451	2664	4395	2637	4352	2608	4302	2584	4263	2564	4230	2548	4203	2534	4180	2522	4161	2511	4144	
		F	1.9+26.6R	2.2+22.8R	2.3+19.9R	2.5+17.7R	2.6+15.9R	2.7+14.5R	2.8+13.3R	2.8+12.3R	2.9+11.4R	2.9+10.6R	
	12	qa	qf	1877	3098	1844	3042	1818	3000	1798	2967	1783	2941	1770	2920	1759	2902	1750	2887	1742	2874	1735	2863	
		F	2.7+26.5R	3+22.7R	3.1+19.9R	3.3+17.6R	3.4+15.9R	3.5+14.4R	3.6+13.2R	3.6+12.2R	3.7+11.3R	3.8+10.6R	
	18	qa	qf	1331	3098	1375	2269	1306	2154	1252	2065	1291	2129	1248	2059	1212	2000	1245	2054	1215	2004	1188	1961	
		F	3.8+26.3R	4.1+22.6R	4.3+19.7R	4.5+17.5R	4.6+15.8R	4.7+14.3R	4.8+13.2R	4.9+12.1R	4.9+11.3R	5+10.5R	
	24	qa	qf	1057	1744	1023	1688	998	1647	978	1614	962	1588	949	1567	939	1549	930	1534	922	1521	915	1510	
		F	4.9+26.2R	5.2+22.4R	5.4+19.6R	5.6+17.4R	5.7+15.7R	5.8+14.2R	5.9+13R	6+12R	6.1+11.2R	6.2+10.4R	
	36	qa	qf	784	1293	789	1302	793	1308	705	1163	716	1182	726	1198	665	1098	677	1117	687	1134	642	1059	
		F	6.8+25.8R	7.2+22R	7.5+19.2R	7.7+17.1R	7.9+15.4R	8+13.9R	8.2+12.8R	8.3+11.8R	8.4+10.9R	8.4+10.2R	

16/16	4	qa	qf	5738	9467	5703	9409	5676	9365	5655	9331	5638	9303	5625	9281	5613	9262	5603	9246	5595	9232	5588	9078	
		F	1.2+20.3R	1.4+17.4R	1.5+15.3R	1.6+13.6R	1.7+12.2R	1.8+11.1R	1.8+10.2R	1.9+9.4R	1.9+8.7R	2+8.1R	
	6	qa	qf	4377	7222	4329	7143	4293	7084	4265	7037	4242	7000	4224	6969	4208	6944	4195	6922	4184	6903	4174	6887	
		F	1.6+20.3R	1.8+17.4R	1.9+15.2R	2+13.5R	2.1+12.2R	2.2+11.1R	2.2+10.2R	2.3+9.4R	2.3+8.7R	2.3+8.1R	
	8	qa	qf	3536	5834	3482	5745	3441	5677	3409	5624	3383	5582	3362	5547	3344	5518	3330	5494	3317	5473	3306	5454	
		F	1.9+20.3R	2.1+17.4R	2.3+15.2R	2.4+13.5R	2.5+12.2R	2.5+11.1R	2.6+10.1R	2.6+9.4R	2.7+8.7R	2.7+8.1R	
	12	qa	qf	2457	4054	2423	3998	2398	3956	2378	3923	2362	3897	2349	3876	2338	3858	2329	3843	2321	3830	2315	3819	
		F	2.6+20.2R	2.8+17.3R	3+15.2R	3.1+13.5R	3.2+12.1R	3.3+11R	3.3+10.1R	3.4+9.3R	3.4+8.7R	3.4+8.1R	
	18	qa	qf	1717	4054	1789	2951	1704	2811	1638	2702	1696	2798	1643	2711	1598	2637	1646	2716	1608	2653	1575	2598	
		F	3.6+20.1R	3.9+17.2R	4+15.1R	4.1+13.4R	4.2+12.1R	4.3+11R	4.4+10R	4.4+9.3R	4.5+8.6R	4.5+8R	
	24	qa	qf	1347	2222	1313	2166	1288	2125	1268	2092	1252	2066	1239	2045	1228	2027	1219	2012	1211	1999	1205	1988	
		F	4.6+20R	4.8+17.1R	5+15R	5.1+13.3R	5.3+12R	5.4+10.9R	5.4+10R	5.5+9.2R	5.6+8.5R	5.6+8R	
	36	qa	qf	977	1612	996	1643	1010	1667	898	1481	919	1516	936	1545	858	1416	878	1448	894	1476	835	1377	
		F	6.3+19.6R	6.6+16.8R	6.9+14.6R	7.1+13R	7.2+11.7R	7.3+10.6R	7.4+9.7R	7.5+9R	7.6+8.3R	7.7+7.8R	

24/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2DF, 6DF and 7-1/2 inch Deep Cellular Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with Button Punch and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

20/20	4	qa	qf	485	799	457	755	437	721	421	695	408	674	398	657	389	642	382	630	376	620	370	611	
		F	15.7+70.9R	17.3+60.3R	18.5+52.3R	19.5+46.2R	20.4+41.3R	21.1+37.4R	21.7+34.1R	22.2+31.3R	22.7+28.9R	23.1+26.9R	
	6	qa	qf	387	638	359	593	339	559	323	533	310	512	300	495	291	481	284	468	278	458	272	449	
		F	20.4+68.7R	22.6+58R	24.4+49.9R	25.9+43.8R	27.1+38.8R	28.2+34.9R	29.2+31.6R	30+28.8R	30.7+26.5R	31.4+24.4R	
	8	qa	qf	338	557	310	512	290	478	274	452	261	431	251	414	242	400	235	388	229	377	223	368	
		F	23.8+67R	26.6+56R	28.8+47.8R	30.8+41.5R	32.5+36.5R	34+32.5R	35.3+29.1R	36.4+26.3R	37.5+24R	38.4+21.9R	
	12	qa	qf	289	476	261	431	241	397	225	371	212	350	202	333	193	319	186	307	180	296	174	287	
		F	28.5+64.4R	32.1+53R	35.3+44.5R	38+37.9R	40.5+32.6R	42.7+28.4R	44.7+24.8R	46.5+21.9R	48.1+19.4R	49.6+17.2R	
	18	qa	qf	256	476	233	385	210	347	192	317	183	302	171	282	161	265	156	257	148	244	142	234	
		F	32.6+61.9R	37.2+50R	41.3+41R	45+34R	48.4+28.3R	51.5+23.7R	54.3+19.8R	56.9+16.6R	59.3+13.8R	61.6+11.4R	
	24	qa	qf	240	395	212	350	192	317	176	290	163	269	153	252	144	238	137	226	131	216	125	207	
		F	35.2+60.3R	40.4+48R	45.2+38.7R	49.6+31.3R	53.6+25.3R	57.4+20.3R	60.9+16.1R	64.1+12.6R	67.2+9.5R	70.1+6.9R	
	36	qa	qf	223	368	198	327	180	296	160	263	149	245	140	230	128	211	122	201	117	192	109	180	
		F	38.1+58.3R	44.2+45.6R	49.8+35.7R	55.1+27.8R	60.1+21.3R	64.8+15.8R	69.2+11.1R	73.4+7R	77.4+3.5R	81.3+0.4R	

20/18	4	qa	qf	750	1238	719	1186	695	1147	677	1117	662	1093	650	1073	640	1056	632	1042	624	1030	618	1020	
		F	14.7+47R	15.9+39.8R	16.9+34.5R	17.7+30.4R	18.4+27.2R	18.9+24.6R	19.4+22.4R	19.8+20.5R	20.2+19R	20.5+17.6R	
	6	qa	qf	573	946	542	894	518	855	500	825	485	801	473	781	463	765	455	751	448	739	441	728	
		F	19+45.1R	20.8+37.8R	22.2+32.4R	23.4+28.3R	24.4+25R	25.3+22.4R	26.1+20.2R	26.7+18.4R	27.3+16.8R	27.8+15.5R	
	8	qa	qf	485	800	454	748	430	710	412	679	397	655	385	635	375	619	367	605	359	593	353	583	
		F	22.2+43.5R	24.4+36.1R	26.3+30.6R	27.9+26.3R	29.3+23R	30.5+20.3R	31.6+18.1R	32.5+16.2R	33.4+14.7R	34.1+13.3R	
	12	qa	qf	397	655	365	603	342	564	323	534	309	509	297	490	287	473	278	459	271	447	265	437	
		F	26.5+41.1R	29.6+33.3R	32.2+27.5R	34.6+23.1R	36.6+19.5R	38.5+16.6R	40.1+14.3R	41.6+12.3R	43+10.6R	44.2+9.2R	
	18	qa	qf	338	655	315	519	286	473	264	436	256	422	240	397	228	376	224	369	214	353	206	340	
		F	30.5+38.7R	34.4+30.5R	37.9+24.3R	41.1+19.5R	44+15.6R	46.6+12.4R	49+9.7R	51.3+7.5R	53.3+5.6R	55.3+4R	
	24	qa	qf	308	509	277	457	253	418	235	388	220	364	208	344	198	327	190	313	183	301	176	291	
		F	32.9+37.2R	37.5+28.7R	41.6+22.1R	45.4+16.9R	48.9+12.7R	52.2+9.2R	55.2+6.3R	58+3.8R	60.7+1.7R	63.1+-0.2R	
	36	qa	qf	279	460	252	415	231	382	206	339	194	320	184	304	169	279	163	268	157	260	147	242	
		F	35.7+35.3R	41.1+26.4R	46+19.3R	50.7+13.7R	55+9R	59.2+5R	63.1+1.6R	66.8+-1.4R	70.3+-3.9R	73.7+-6.2R	

20/16	4	qa	qf	1072	1769	1038	1713	1013	1672	993	1639	978	1613	965	1592	954	1574	945	1559	937	1546	930	1535	
		F	13.9+32.7R	14.9+27.7R	15.6+24R	16.3+21.1R	16.8+18.8R	17.3+17R	17.7+15.4R	18+14.1R	18.3+13R	18.6+12.1R	
	6	qa	qf	794	1310	760	1254	735	1212	715	1180	699	1153	686	1132	675	1114	666	1099	658	1086	652	1075	
		F	17.8+31R	19.3+25.9R	20.5+22.1R	21.5+19.2R	22.4+16.9R	23.1+15R	23.8+13.5R	24.3+12.2R	24.8+11.2R	25.3+10.2R	
	8	qa	qf	655	1080	621	1024	595	982	576	950	560	924	547	902	536	885	527	870	519	857	512	846	
		F	20.8+29.6R	22.7+24.3R	24.3+20.4R	25.7+17.4R	26.9+15R	27.9+13.1R	28.8+11.6R	29.6+10.3R	30.4+9.2R	31+8.3R	
	12	qa	qf	515	850	481	794	456	753	436	720	421	694	408	673	397	655	388	640	380	627	373	616	
		F	24.9+27.3R	27.5+21.8R	29.9+17.6R	31.9+14.4R	33.7+11.8R	35.3+9.8R	36.7+8.1R	38.1+6.7R	39.2+5.6R	40.3+4.6R	
	18	qa	qf	423	850	402	663	369	609	344	567	337	556	319	526	304	502	302	498	290	479	280	463	
		F	28.6+25.1R	32.1+19.1R	35.2+14.6R	38+11R	40.6+8.2R	42.9+5.9R	45.1+3.9R	47+2.3R	48.9+1R	50.6+-0.2R	
	24	qa	qf	376	621	342	565	317	523	297	490	281	464	268	443	258	425	249	410	241	397	234	386	
		F	30.9+23.7R	35+17.4R	38.7+12.5R	42.1+8.7R	45.2+5.5R	48.1+2.9R	50.8+0.7R	53.4+-1.1R	55.7+-2.7R	57.9+-4.1R	
	36	qa	qf	330	544	302	499	282	465	251	414	240	395	230	380	211	349	206	339	201	332	188	309	
		F	33.6+21.9R	38.4+15.2R	42.9+9.9R	47.1+5.5R	51.1+2R	54.8+-1.1R	58.3+-3.7R	61.7+-5.9R	64.9+-7.9R	67.9+-9.7R	

24/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2DF, 6DF and 7-1/2 inch Deep Cellular Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Button Punch and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

18/20	4	qa	qf	514	848	483	796	459	757	441	727	426	703	414	683	404	667	396	653	388	641	382	630	
		F	16.2+46.3R	17.6+39.2R	18.8+33.9R	19.7+29.8R	20.4+26.5R	21.1+23.9R	21.7+21.7R	22.1+19.9R	22.6+18.3R	22.9+17R	
	6	qa	qf	416	686	385	635	361	596	343	565	328	541	316	521	306	505	298	491	290	479	284	469	
		F	20.6+44.3R	22.6+37R	24.3+31.5R	25.7+27.3R	26.9+24R	27.9+21.4R	28.8+19.2R	29.6+17.4R	30.3+15.8R	31+14.5R	
	8	qa	qf	367	606	336	554	312	515	294	485	279	460	267	441	257	424	249	410	241	398	235	388	
		F	23.8+42.6R	26.3+35.1R	28.5+29.5R	30.3+25.2R	31.9+21.8R	33.3+19.1R	34.6+16.8R	35.7+14.9R	36.7+13.3R	37.7+12R	
	12	qa	qf	318	525	287	473	263	434	245	404	230	379	218	360	208	343	200	329	192	317	186	307	
		F	28+40.2R	31.4+32.3R	34.4+26.4R	37+21.8R	39.3+18.1R	41.5+15.1R	43.4+12.7R	45.1+10.6R	46.7+8.9R	48.2+7.4R	
	18	qa	qf	285	525	259	427	232	383	212	350	201	331	187	308	175	289	169	279	161	265	153	253	
		F	31.8+37.9R	36+29.6R	39.9+23.2R	43.4+18.2R	46.6+14.1R	49.5+10.8R	52.2+8R	54.8+5.6R	57.1+3.6R	59.3+1.9R	
	24	qa	qf	269	444	238	392	214	353	196	323	181	299	169	279	159	262	151	248	143	236	137	226	
		F	34+36.5R	38.9+27.8R	43.3+21.1R	47.4+15.7R	51.3+11.3R	54.8+7.6R	58.2+4.6R	61.3+1.9R	64.3+-0.4R	67.1+-2.4R	
	36	qa	qf	253	417	224	369	202	333	179	296	166	274	156	257	143	235	135	223	129	213	121	199	
		F	36.6+34.8R	42.2+25.6R	47.4+18.4R	52.3+12.6R	57+7.7R	61.4+3.6R	65.7+0R	69.7+-3.1R	73.5+-5.9R	77.2+-8.3R	

18/18	4	qa	qf	767	1266	733	1210	708	1168	688	1135	672	1109	659	1088	649	1070	639	1055	632	1042	625	1031	
		F	14.9+32.3R	16+27.3R	16.9+23.5R	17.7+20.6R	18.3+18.3R	18.8+16.5R	19.3+15R	19.6+13.7R	20+12.6R	20.3+11.7R	
	6	qa	qf	590	974	556	918	531	876	511	844	496	818	483	796	472	779	463	764	455	751	448	739	
		F	19+30.5R	20.6+25.3R	22+21.4R	23.1+18.5R	24.1+16.2R	25+14.3R	25.7+12.8R	26.3+11.5R	26.9+10.5R	27.4+9.5R	
	8	qa	qf	502	828	468	772	443	730	423	698	407	672	394	651	384	633	374	618	367	605	360	594	
		F	21.9+28.9R	24.1+23.6R	25.9+19.6R	27.4+16.6R	28.7+14.2R	29.9+12.3R	31+10.7R	31.9+9.4R	32.7+8.3R	33.5+7.4R	
	12	qa	qf	414	682	380	627	354	585	335	552	319	526	306	505	295	487	286	472	278	459	271	448	
		F	26+26.7R	28.9+21R	31.4+16.8R	33.6+13.5R	35.6+10.8R	37.4+8.7R	39.1+7R	40.5+5.6R	41.9+4.4R	43.1+3.3R	
	18	qa	qf	355	682	329	543	299	494	276	455	266	439	250	412	236	390	232	382	221	365	213	351	
		F	29.6+24.5R	33.3+18.4R	36.6+13.8R	39.7+10.1R	42.5+7.1R	45+4.7R	47.4+2.7R	49.6+1R	51.6+-0.5R	53.5+-1.7R	
	24	qa	qf	325	537	291	481	266	439	246	406	230	380	218	359	207	341	198	326	190	313	183	302	
		F	31.8+23.1R	36+16.7R	40+11.7R	43.6+7.8R	47+4.5R	50.1+1.8R	53+-0.5R	55.8+-2.5R	58.4+-4.2R	60.8+-5.6R	
	36	qa	qf	296	488	266	439	244	402	217	358	204	337	193	319	177	293	170	281	165	272	154	254	
		F	34.3+21.5R	39.3+14.6R	44+9.2R	48.4+4.8R	52.5+1R	56.5+-2.1R	60.2+-4.9R	63.8+-7.3R	67.2+-9.4R	70.5+-11.2R	

18/16	4	qa	qf	1072	1769	1038	1713	1013	1672	993	1639	978	1613	965	1592	954	1574	945	1559	937	1546	930	1535	
		F	13.9+23.4R	14.8+19.7R	15.6+16.9R	16.2+14.8R	16.7+13.2R	17.1+11.8R	17.5+10.7R	17.8+9.8R	18.1+9R	18.4+8.3R	
	6	qa	qf	794	1310	760	1254	735	1212	715	1180	699	1153	686	1132	675	1114	666	1099	658	1086	652	1075	
		F	17.7+21.7R	19.1+17.9R	20.2+15.1R	21.2+12.9R	22.1+11.2R	22.8+9.9R	23.4+8.8R	24+7.8R	24.5+7.1R	24.9+6.4R	
	8	qa	qf	655	1080	621	1024	595	982	576	950	560	924	547	902	536	885	527	870	519	857	512	846	
		F	20.5+20.3R	22.3+16.3R	23.9+13.4R	25.2+11.2R	26.4+9.4R	27.4+8R	28.3+6.9R	29.1+5.9R	29.8+5.1R	30.5+4.5R	
	12	qa	qf	515	850	481	794	456	753	436	720	421	694	408	673	397	655	388	640	380	627	373	616	
		F	24.3+18.2R	26.8+13.9R	29.1+10.7R	31.1+8.3R	32.8+6.3R	34.4+4.8R	35.9+3.5R	37.2+2.4R	38.3+1.6R	39.4+0.8R	
	18	qa	qf	423	850	402	663	369	609	344	567	337	556	319	526	304	502	302	498	290	479	280	463	
		F	27.7+16.1R	31.1+11.5R	34.1+7.9R	36.8+5.1R	39.3+2.8R	41.6+1R	43.7+-0.5R	45.6+-1.8R	47.4+-2.9R	49.1+-3.8R	
	24	qa	qf	376	621	342	565	317	523	297	490	281	464	268	443	258	425	249	410	241	397	234	386	
		F	29.9+14.8R	33.7+9.8R	37.3+6R	40.6+2.9R	43.6+0.3R	46.4+-1.8R	49.1+-3.5R	51.6+-5.1R	53.9+-6.4R	56.1+-7.5R	
	36	qa	qf	330	544	302	499	282	465	251	414	240	395	230	380	211	349	206	339	201	332	188	309	
		F	32.3+13.2R	36.9+7.8R	41.2+3.5R	45.2+0R	49+-3R	52.6+-5.5R	56+-7.7R	59.2+-9.6R	62.3+-11.3R	65.3+-12.8R	

24/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)	4 -1/2DF, 6DF and 7-1/2 inch Deep Cellular Deck	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)		with Button Punch and 0.5 in Effective Diameter Arc Spot Weld	
			12	14	16	18	20	22	24	26	28	30	

16/20	4	qa	qf	1072	1769	1038	1713	1013	1672	993	1639	978	1613	965	1592	954	1574	945	1559	937	1546	930	1535	
		F	13.8+17.1R	14.7+14.3R	15.4+12.2R	16+10.6R	16.5+9.3R	17+8.3R	17.3+7.5R	17.7+6.8R	17.9+6.2R	18.2+5.7R	
	6	qa	qf	794	1310	760	1254	735	1212	715	1180	699	1153	686	1132	675	1114	666	1099	658	1086	652	1075	
		F	17.4+15.5R	18.8+12.5R	19.9+10.4R	20.9+8.7R	21.7+7.4R	22.5+6.4R	23.1+5.6R	23.6+4.9R	24.1+4.3R	24.6+3.8R	
	8	qa	qf	655	1080	621	1024	595	982	576	950	560	924	547	902	536	885	527	870	519	857	512	846	
		F	20.1+14.1R	21.9+11R	23.4+8.7R	24.7+7R	25.9+5.6R	26.9+4.6R	27.8+3.7R	28.6+3R	29.3+2.4R	30+1.9R	
	12	qa	qf	515	850	481	794	456	753	436	720	421	694	408	673	397	655	388	640	380	627	373	616	
		F	23.7+12.1R	26.2+8.7R	28.3+6.2R	30.3+4.2R	32+2.7R	33.6+1.4R	35+0.4R	36.3+-0.4R	37.5+-1.1R	38.6+-1.7R	
	18	qa	qf	423	850	402	663	369	609	344	567	337	556	319	526	304	502	302	498	290	479	280	463	
		F	26.9+10.2R	30.1+6.4R	33+3.5R	35.7+1.2R	38.1+-0.7R	40.4+-2.2R	42.4+-3.5R	44.4+-4.5R	46.1+-5.4R	47.8+-6.2R	
	24	qa	qf	376	621	342	565	317	523	297	490	281	464	268	443	258	425	249	410	241	397	234	386	
		F	28.8+8.9R	32.6+4.9R	36+1.7R	39.2+-0.9R	42.1+-3R	44.9+-4.8R	47.5+-6.3R	49.9+-7.6R	52.2+-8.7R	54.4+-9.7R	
	36	qa	qf	330	544	302	499	282	465	251	414	240	395	230	380	211	349	206	339	201	332	188	309	
		F	31.1+7.4R	35.5+3R	39.6+-0.6R	43.4+-3.6R	47.1+-6.1R	50.6+-8.3R	53.9+-10.2R	57.1+-11.9R	60.1+-13.4R	63+-14.7R	

16/18	4	qa	qf	767	1266	733	1210	708	1168	688	1135	672	1109	659	1088	649	1070	639	1055	632	1042	625	1031	
		F	14.9+23R	16+19.2R	16.8+16.5R	17.5+14.4R	18.1+12.7R	18.6+11.3R	19.1+10.2R	19.4+9.3R	19.8+8.5R	20.1+7.9R	
	6	qa	qf	590	974	556	918	531	876	511	844	496	818	483	796	472	779	463	764	455	751	448	739	
		F	18.8+21.2R	20.3+17.3R	21.7+14.4R	22.8+12.3R	23.7+10.6R	24.6+9.2R	25.3+8.1R	25.9+7.1R	26.5+6.4R	27+5.7R	
	8	qa	qf	502	828	468	772	443	730	423	698	407	672	394	651	384	633	374	618	367	605	360	594	
		F	21.6+19.7R	23.6+15.7R	25.3+12.7R	26.8+10.4R	28.2+8.6R	29.3+7.2R	30.4+6R	31.3+5R	32.1+4.2R	32.9+3.6R	
	12	qa	qf	414	682	380	627	354	585	335	552	319	526	306	505	295	487	286	472	278	459	271	448	
		F	25.3+17.6R	28.1+13.2R	30.5+9.9R	32.7+7.4R	34.7+5.4R	36.4+3.7R	38.1+2.4R	39.5+1.3R	40.9+0.4R	42.1+-0.4R	
	18	qa	qf	355	682	329	543	299	494	276	455	266	439	250	412	236	390	232	382	221	365	213	351	
		F	28.6+15.6R	32.2+10.8R	35.4+7.1R	38.3+4.2R	41+1.9R	43.5+-0.1R	45.9+-1.7R	48+-3.1R	50+-4.3R	51.9+-5.2R	
	24	qa	qf	325	537	291	481	266	439	246	406	230	380	218	359	207	341	198	326	190	313	183	302	
		F	30.6+14.3R	34.7+9.2R	38.5+5.2R	41.9+2R	45.2+-0.6R	48.3+-2.8R	51.1+-4.7R	53.8+-6.4R	56.3+-7.8R	58.7+-9R	
	36	qa	qf	296	488	266	439	244	402	217	358	204	337	193	319	177	293	170	281	165	272	154	254	
		F	32.9+12.8R	37.6+7.3R	42.1+2.9R	46.3+-0.7R	50.3+-3.8R	54.1+-6.4R	57.7+-8.8R	61.2+-10.8R	64.5+-12.6R	67.7+-14.2R	

16/16	4	qa	qf	1072	1769	1038	1713	1013	1672	993	1639	978	1613	965	1592	954	1574	945	1559	937	1546	930	1535	
		F	13.8+17.1R	14.7+14.3R	15.4+12.2R	16+10.6R	16.5+9.3R	17+8.3R	17.3+7.5R	17.7+6.8R	17.9+6.2R	18.2+5.7R	
	6	qa	qf	794	1310	760	1254	735	1212	715	1180	699	1153	686	1132	675	1114	666	1099	658	1086	652	1075	
		F	17.4+15.5R	18.8+12.5R	19.9+10.4R	20.9+8.7R	21.7+7.4R	22.5+6.4R	23.1+5.6R	23.6+4.9R	24.1+4.3R	24.6+3.8R	
	8	qa	qf	655	1080	621	1024	595	982	576	950	560	924	547	902	536	885	527	870	519	857	512	846	
		F	20.1+14.1R	21.9+11R	23.4+8.7R	24.7+7R	25.9+5.6R	26.9+4.6R	27.8+3.7R	28.6+3R	29.3+2.4R	30+1.9R	
	12	qa	qf	515	850	481	794	456	753	436	720	421	694	408	673	397	655	388	640	380	627	373	616	
		F	23.7+12.1R	26.2+8.7R	28.3+6.2R	30.3+4.2R	32+2.7R	33.6+1.4R	35+0.4R	36.3+-0.4R	37.5+-1.1R	38.6+-1.7R	
	18	qa	qf	423	850	402	663	369	609	344	567	337	556	319	526	304	502	302	498	290	479	280	463	
		F	26.9+10.2R	30.1+6.4R	33+3.5R	35.7+1.2R	38.1+-0.7R	40.4+-2.2R	42.4+-3.5R	44.4+-4.5R	46.1+-5.4R	47.8+-6.2R	
	24	qa	qf	376	621	342	565	317	523	297	490	281	464	268	443	258	425	249	410	241	397	234	386	
		F	28.8+8.9R	32.6+4.9R	36+1.7R	39.2+-0.9R	42.1+-3R	44.9+-4.8R	47.5+-6.3R	49.9+-7.6R	52.2+-8.7R	54.4+-9.7R	
	36	qa	qf	330	544	302	499	282	465	251	414	240	395	230	380	211	349	206	339	201	332	188	309	
		F	31.1+7.4R	35.5+3R	39.6+-0.6R	43.4+-3.6R	47.1+-6.1R	50.6+-8.3R	53.9+-10.2R	57.1+-11.9R	60.1+-13.4R	63+-14.7R	

Figure 25 DG2WHF-36

Figure 26: 36/4 Attachment Pattern

Table 41: DG2WH-36 Panel Properties (50 ksi)

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.60	0.0290	50	65	0.448	0.353	1.04	0.340	0.890	
21	1.78	0.0330	50	65	0.509	0.403	1.04	0.385	0.889	
20	1.94	0.0359	50	65	0.554	0.437	1.05	0.418	0.888	
19	2.25	0.0420	50	65	0.647	0.510	1.05	0.486	0.887	
18	2.53	0.0474	50	65	0.728	0.570	1.05	0.545	0.885	
16	3.18	0.0598	50	65	0.915	0.713	1.05	0.679	0.883	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	
Moment of  Inertia	
Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.301	0.247	0.92	0.252	1.18	0.330	0.327	0.338	0.336	
21	0.370	0.298	0.95	0.304	1.15	0.387	0.383	0.392	0.390	
20	0.422	0.379	1.01	0.388	1.03	0.420	0.427	0.426	0.430	
19	0.537	0.408	0.98	0.419	1.11	0.523	0.517	0.519	0.514	
18	0.650	0.472	1.00	0.488	1.10	0.570	0.570	0.570	0.570	
16	0.896	0.654	1.05	0.653	1.06	0.713	0.713	0.713	0.713	

Table 42: DG2WH-36 & DG2WHF-36 Reactions at Supports (plf) Based Web Crippling
Bearing Length of Webs	
Gauge	Condition		Allowable				Factored		
		1"	2"	4"	6"	1"	2"	4"	6"	

22	End	316	393	503	588	483	602	770	899	
	Interior	528	638	792	911	786	948	1178	1355	

21	End	403	499	636	741	616	764	973	1133	
	Interior	675	810	1001	1148	1004	1205	1489	1708	

20	End	450	556	707	822	688	851	1081	1258	
	Interior	755	903	1114	1275	1123	1344	1657	1897	

19	End	633	777	980	1137	968	1188	1500	1739	
	Interior	1066	1266	1549	1766	1585	1883	2304	2627	

18	End	781	954	1199	1387	1195	1460	1835	2122	
	Interior	1319	1559	1898	2158	1961	2318	2823	3211	

16	End	1194	1445	1800	2072	1827	2211	2754	3170	
	Interior	2027	2373	2862	3237	3015	3530	4257	4815	

Table 43: DG2WH-36 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	308	137	77	49	34	25	19	15	12	
		Φ fb	462	205	116	74	51	38	29	23	18	
		L/360	231	68	29	15	9	5	4	3	2	
		L/240	-	103	43	22	13	8	5	4	3	
		L/180	-	137	58	30	17	11	7	5	4	
		L/120	-	-	-	44	26	16	11	8	6	

DS	fb / Ω	314	140	79	50	35	26	20	16	13	
		Φ fb	473	210	118	76	53	39	30	23	19	
		L/360	-	-	69	35	20	13	9	6	4	
		L/240	-	-	-	-	31	19	13	9	7	
		L/180	-	-	-	-	-	-	17	12	9	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	393	175	98	63	44	32	25	19	16	
		Φ fb	591	263	148	95	66	48	37	29	24	
		L/360	-	150	63	32	19	12	8	6	4	
		L/240	-	-	95	49	28	18	12	8	6	
		L/180	-	-	-	-	37	24	16	11	8	
		L/120	-	-	-	-	-	-	24	17	12	

21	

SS	fb / Ω	372	165	93	60	41	30	23	18	15	
		Φ fb	560	249	140	90	62	46	35	28	22	
		L/360	268	79	33	17	10	6	4	3	2	
		L/240	-	119	50	26	15	9	6	4	3	
		L/180	-	159	67	34	20	12	8	6	4	
		L/120	-	-	-	51	30	19	13	9	6	

DS	fb / Ω	379	169	95	61	42	31	24	19	15	
		Φ fb	570	253	143	91	63	47	36	28	23	
		L/360	-	-	80	41	24	15	10	7	5	
		L/240	-	-	-	-	36	22	15	11	8	
		L/180	-	-	-	-	-	30	20	14	10	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	474	211	119	76	53	39	30	23	19	
		Φ fb	713	317	178	114	79	58	45	35	29	
		L/360	-	174	73	38	22	14	9	6	5	
		L/240	-	-	110	56	33	21	14	10	7	
		L/180	-	-	-	75	44	27	18	13	9	
		L/120	-	-	-	-	-	-	28	19	14	

Table 43: DG2WH-36, Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20	

SS	fb / Ω	472	210	118	76	52	39	30	23	19	
		Φ fb	710	316	178	114	79	58	44	35	28	
		L/360	291	86	36	19	11	7	5	3	2	
		L/240	436	129	54	28	16	10	7	5	3	
		L/180	-	172	73	37	22	14	9	6	5	
		L/120	-	-	109	56	32	20	14	10	7	

DS	fb / Ω	484	215	121	78	54	40	30	24	19	
		Φ fb	728	324	182	117	81	59	46	36	29	
		L/360	-	210	88	45	26	16	11	8	6	
		L/240	-	-	-	68	39	25	17	12	8	
		L/180	-	-	-	-	52	33	22	16	11	
		L/120	-	-	-	-	-	-	-	23	17	

TS	fb / Ω	606	269	151	97	67	49	38	30	24	
		Φ fb	910	405	228	146	101	74	57	45	36	
		L/360	-	192	81	41	24	15	10	7	5	
		L/240	-	-	122	62	36	23	15	11	8	
		L/180	-	-	-	83	48	30	20	14	10	
		L/120	-	-	-	-	-	45	30	21	16	

19	

SS	fb / Ω	509	226	127	82	57	42	32	25	20	
		Φ fb	766	340	191	123	85	63	48	38	31	
		L/360	354	105	44	23	13	8	6	4	3	
		L/240	-	157	66	34	20	12	8	6	4	
		L/180	-	210	89	45	26	17	11	8	6	
		L/120	-	-	-	68	39	25	17	12	9	

DS	fb / Ω	523	232	131	84	58	43	33	26	21	
		Φ fb	786	349	196	126	87	64	49	39	31	
		L/360	-	-	106	54	31	20	13	9	7	
		L/240	-	-	-	81	47	30	20	14	10	
		L/180	-	-	-	-	-	39	26	19	14	
		L/120	-	-	-	-	-	-	-	-	20	

TS	fb / Ω	653	290	163	105	73	53	41	32	26	
		Φ fb	982	436	246	157	109	80	61	48	39	
		L/360	-	230	97	50	29	18	12	9	6	
		L/240	-	-	145	74	43	27	18	13	9	
		L/180	-	-	-	99	57	36	24	17	12	
		L/120	-	-	-	-	-	-	36	26	19	

Table 43: DG2WH-36, Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	589	262	147	94	65	48	37	29	24	
		Φ fb	886	394	221	142	98	72	55	44	35	
		L/360	389	115	49	25	14	9	6	4	3	
		L/240	584	173	73	37	22	14	9	6	5	
		L/180	-	231	97	50	29	18	12	9	6	
		L/120	-	-	146	75	43	27	18	13	9	

DS	fb / Ω	609	271	152	97	68	50	38	30	24	
		Φ fb	916	407	229	147	102	75	57	45	37	
		L/360	-	-	117	60	35	22	15	10	8	
		L/240	-	-	-	90	52	33	22	15	11	
		L/180	-	-	-	-	-	44	29	21	15	
		L/120	-	-	-	-	-	-	-	-	23	

TS	fb / Ω	761	338	190	122	85	62	48	38	30	
		Φ fb	1145	509	286	183	127	93	72	57	46	
		L/360	-	255	107	55	32	20	13	9	7	
		L/240	-	-	161	82	48	30	20	14	10	
		L/180	-	-	-	110	64	40	27	19	14	
		L/120	-	-	-	-	-	60	40	28	21	

16	

SS	fb / Ω	816	363	204	131	91	67	51	40	33	
		Φ fb	1227	545	307	196	136	100	77	61	49	
		L/360	487	144	61	31	18	11	8	5	4	
		L/240	731	216	91	47	27	17	11	8	6	
		L/180	-	289	122	62	36	23	15	11	8	
		L/120	-	-	183	94	54	34	23	16	12	

DS	fb / Ω	815	362	204	130	91	67	51	40	33	
		Φ fb	1225	544	306	196	136	100	77	60	49	
		L/360	-	348	147	75	43	27	18	13	9	
		L/240	-	-	-	113	65	41	28	19	14	
		L/180	-	-	-	-	87	55	37	26	19	
		L/120	-	-	-	-	-	-	-	39	28	

TS	fb / Ω	1019	453	255	163	113	83	64	50	41	
		Φ fb	1531	681	383	245	170	125	96	76	61	
		L/360	-	319	134	69	40	25	17	12	9	
		L/240	-	-	202	103	60	38	25	18	13	
		L/180	-	-	-	138	80	50	34	24	17	
		L/120	-	-	-	-	-	75	50	35	26	

Table 44: DG2WHF-36 Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.54	0.035 / 0.036	50	65	1.008	0.770	0.65	0.496	0.874	
20/18	4.01	0.035 / 0.047	50	65	1.147	0.820	0.58	0.504	0.845	
20/16	4.53	0.035 / 0.059	50	65	1.299	0.864	0.53	0.510	0.815	
18/20	4.13	0.047 / 0.036	50	65	1.187	0.961	0.72	0.648	0.900	
18/18	4.61	0.047 / 0.047	50	65	1.326	1.025	0.66	0.658	0.879	
18/16	5.12	0.047 / 0.059	50	65	1.477	1.083	0.61	0.667	0.856	
16/20	4.78	0.059 / 0.036	50	65	1.381	1.159	0.79	0.809	0.916	
16/18	5.25	0.059 / 0.047	50	65	1.520	1.235	0.73	0.822	0.901	
16/16	5.77	0.059 / 0.059	50	65	1.671	1.306	0.68	0.833	0.884	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.510	0.391	0.56	0.457	1.00	0.732	0.603	0.745	0.659	
20/18	0.591	0.401	0.50	0.476	0.87	0.776	0.690	0.791	0.733	
20/16	0.692	0.406	0.46	0.492	0.73	0.816	0.771	0.832	0.802	
18/20	0.715	0.590	0.69	0.593	1.07	0.959	0.749	0.960	0.820	
18/18	0.796	0.599	0.63	0.616	0.95	1.023	0.849	1.024	0.908	
18/16	0.897	0.607	0.57	0.639	0.83	1.081	0.948	1.082	0.993	
16/20	0.939	0.779	0.77	0.740	1.10	1.156	0.905	1.157	0.990	
16/18	1.020	0.792	0.71	0.766	1.01	1.232	1.017	1.233	1.090	
16/16	1.121	0.803	0.66	0.792	0.91	1.303	1.132	1.304	1.190	

Table 45: DG2WHF-36 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	488	217	122	78	54	40	30	24	20	
		Φ fb	774	344	193	124	86	63	48	38	31	
		L/360	-	151	64	33	19	12	8	6	4	
		L/240	-	-	95	49	28	18	12	8	6	
		L/180	-	-	-	65	38	24	16	11	8	
		L/120	-	-	-	-	-	36	24	17	12	

DS	fb / Ω	570	253	143	91	63	47	36	28	23	
		Φ fb	904	402	226	145	100	74	57	45	36	
		L/360	-	-	135	69	40	25	17	12	9	
		L/240	-	-	-	-	60	38	25	18	13	
		L/180	-	-	-	-	-	-	34	24	17	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	713	317	178	114	79	58	45	35	29	
		Φ fb	1131	502	283	181	126	92	71	56	45	
		L/360	-	294	124	64	37	23	16	11	8	
		L/240	-	-	-	95	55	35	23	16	12	
		L/180	-	-	-	-	74	46	31	22	16	
		L/120	-	-	-	-	-	-	-	33	24	

20/18	

SS	fb / Ω	500	222	125	80	56	41	31	25	20	
		Φ fb	794	353	198	127	88	65	50	39	32	
		L/360	-	160	67	35	20	13	8	6	4	
		L/240	-	-	101	52	30	19	13	9	6	
		L/180	-	-	-	69	40	25	17	12	9	
		L/120	-	-	-	-	-	38	25	18	13	

DS	fb / Ω	594	264	148	95	66	48	37	29	24	
		Φ fb	942	419	236	151	105	77	59	47	38	
		L/360	-	-	-	77	45	28	19	13	10	
		L/240	-	-	-	-	-	42	28	20	14	
		L/180	-	-	-	-	-	-	-	26	19	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	742	330	186	119	82	61	46	37	30	
		Φ fb	1178	523	294	188	131	96	74	58	47	
		L/360	-	327	138	71	41	26	17	12	9	
		L/240	-	-	-	106	61	39	26	18	13	
		L/180	-	-	-	-	82	52	35	24	18	
		L/120	-	-	-	-	-	-	-	36	27	

Table 45: DG2WHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	506	225	127	81	56	41	32	25	20	
		Φ fb	804	357	201	129	89	66	50	40	32	
		L/360	-	168	71	36	21	13	9	6	5	
		L/240	-	-	107	55	32	20	13	9	7	
		L/180	-	-	-	73	42	27	18	12	9	
		L/120	-	-	-	-	-	40	27	19	14	

DS	fb / Ω	614	273	153	98	68	50	38	30	25	
		Φ fb	974	433	243	156	108	79	61	48	39	
		L/360	-	-	-	84	49	31	21	14	11	
		L/240	-	-	-	-	-	46	31	22	16	
		L/180	-	-	-	-	-	-	-	29	21	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	767	341	192	123	85	63	48	38	31	
		Φ fb	1217	541	304	195	135	99	76	60	49	
		L/360	-	-	151	77	45	28	19	13	10	
		L/240	-	-	-	116	67	42	28	20	15	
		L/180	-	-	-	-	-	56	38	27	19	
		L/120	-	-	-	-	-	-	-	-	29	

18/20	

SS	fb / Ω	736	327	184	118	82	60	46	36	29	
		Φ fb	1168	519	292	187	130	95	73	58	47	
		L/360	655	194	82	42	24	15	10	7	5	
		L/240	-	291	123	63	36	23	15	11	8	
		L/180	-	-	164	84	49	31	20	14	10	
		L/120	-	-	-	-	73	46	31	22	16	

DS	fb / Ω	740	329	185	118	82	60	46	37	30	
		Φ fb	1174	522	293	188	130	96	73	58	47	
		L/360	-	-	169	86	50	31	21	15	11	
		L/240	-	-	-	-	75	47	32	22	16	
		L/180	-	-	-	-	-	-	42	30	22	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	925	411	231	148	103	75	58	46	37	
		Φ fb	1467	652	367	235	163	120	92	72	59	
		L/360	-	366	154	79	46	29	19	14	10	
		L/240	-	-	-	119	69	43	29	20	15	
		L/180	-	-	-	-	92	58	39	27	20	
		L/120	-	-	-	-	-	-	-	41	30	

Table 45: DG2WHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	747	332	187	120	83	61	47	37	30	
		Φ fb	1186	527	296	190	132	97	74	59	47	
		L/360	699	207	87	45	26	16	11	8	6	
		L/240	-	311	131	67	39	24	16	12	8	
		L/180	-	-	175	89	52	33	22	15	11	
		L/120	-	-	-	-	78	49	33	23	17	

DS	fb / Ω	768	342	192	123	85	63	48	38	31	
		Φ fb	1219	542	305	195	135	100	76	60	49	
		L/360	-	-	187	96	55	35	23	16	12	
		L/240	-	-	-	-	83	52	35	25	18	
		L/180	-	-	-	-	-	-	47	33	24	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	961	427	240	154	107	78	60	47	38	
		Φ fb	1524	677	381	244	169	124	95	75	61	
		L/360	-	405	171	88	51	32	21	15	11	
		L/240	-	-	-	131	76	48	32	23	16	
		L/180	-	-	-	-	101	64	43	30	22	
		L/120	-	-	-	-	-	-	-	45	33	

18/16	

SS	fb / Ω	757	337	189	121	84	62	47	37	30	
		Φ fb	1201	534	300	192	133	98	75	59	48	
		L/360	739	219	92	47	27	17	12	8	6	
		L/240	-	328	138	71	41	26	17	12	9	
		L/180	-	-	185	95	55	34	23	16	12	
		L/120	-	-	-	-	82	52	35	24	18	

DS	fb / Ω	797	354	199	128	89	65	50	39	32	
		Φ fb	1265	562	316	202	141	103	79	62	51	
		L/360	-	-	-	105	60	38	26	18	13	
		L/240	-	-	-	-	-	57	38	27	20	
		L/180	-	-	-	-	-	-	-	36	26	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	996	443	249	159	111	81	62	49	40	
		Φ fb	1581	703	395	253	176	129	99	78	63	
		L/360	-	-	187	96	55	35	23	16	12	
		L/240	-	-	-	144	83	52	35	25	18	
		L/180	-	-	-	-	-	70	47	33	24	
		L/120	-	-	-	-	-	-	-	-	36	

Table 45: DG2WHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	972	432	243	155	108	79	61	48	39	
		Φ fb	1542	685	385	247	171	126	96	76	62	
		L/360	790	234	99	51	29	18	12	9	6	
		L/240	-	351	148	76	44	28	19	13	9	
		L/180	-	-	198	101	59	37	25	17	13	
		L/120	-	-	-	152	88	55	37	26	19	

DS	fb / Ω	923	410	231	148	103	75	58	46	37	
		Φ fb	1465	651	366	234	163	120	92	72	59	
		L/360	-	-	203	104	60	38	25	18	13	
		L/240	-	-	-	-	90	57	38	27	20	
		L/180	-	-	-	-	-	-	51	36	26	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1154	513	288	185	128	94	72	57	46	
		Φ fb	1831	814	458	293	203	149	114	90	73	
		L/360	-	442	186	95	55	35	23	16	12	
		L/240	-	-	280	143	83	52	35	25	18	
		L/180	-	-	-	-	110	70	47	33	24	
		L/120	-	-	-	-	-	-	70	49	36	

16/18	

SS	fb / Ω	988	439	247	158	110	81	62	49	40	
		Φ fb	1568	697	392	251	174	128	98	77	63	
		L/360	842	249	105	54	31	20	13	9	7	
		L/240	-	374	158	81	47	29	20	14	10	
		L/180	-	-	210	108	62	39	26	18	13	
		L/120	-	-	-	-	94	59	39	28	20	

DS	fb / Ω	956	425	239	153	106	78	60	47	38	
		Φ fb	1516	674	379	243	168	124	95	75	61	
		L/360	-	-	224	115	66	42	28	20	14	
		L/240	-	-	-	-	100	63	42	30	22	
		L/180	-	-	-	-	-	-	56	39	29	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1194	531	299	191	133	98	75	59	48	
		Φ fb	1895	842	474	303	211	155	118	94	76	
		L/360	-	487	205	105	61	38	26	18	13	
		L/240	-	-	-	158	91	57	38	27	20	
		L/180	-	-	-	-	122	77	51	36	26	
		L/120	-	-	-	-	-	-	-	54	39	

Table 45: DG2WHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	1002	445	250	160	111	82	63	49	40	
		Φ fb	1589	706	397	254	177	130	99	78	64	
		L/360	890	264	111	57	33	21	14	10	7	
		L/240	-	396	167	85	49	31	21	15	11	
		L/180	-	-	223	114	66	42	28	20	14	
		L/120	-	-	-	-	99	62	42	29	21	

DS	fb / Ω	988	439	247	158	110	81	62	49	40	
		Φ fb	1568	697	392	251	174	128	98	77	63	
		L/360	-	-	245	125	72	46	31	21	16	
		L/240	-	-	-	-	109	68	46	32	23	
		L/180	-	-	-	-	-	-	61	43	31	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1235	549	309	198	137	101	77	61	49	
		Φ fb	1959	871	490	314	218	160	122	97	78	
		L/360	-	531	224	115	66	42	28	20	14	
		L/240	-	-	-	172	100	63	42	30	22	
		L/180	-	-	-	-	133	84	56	39	29	
		L/120	-	-	-	-	-	-	-	59	43	

Table 46: DG2WH-36 and DG2WHF-36 Shear and Flexibility
36/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)								DG2WH-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)					with DeltaGrip** and 0.5 in Effective Diameter Arc Spot Weld	
			6	7	8	9	10	11	12	13	14	

16	4	qa	qf	3266	5389	3256	5372	3248	5359	3241	5348	3236	5339	3232	5332	2955	4728	2518	4029	2171	3474	
		F	1.6+5.6R	1.7+4.8R	1.7+4.2R	1.7+3.8R	1.8+3.4R	1.8+3.1R	1.8+2.8R	1.8+2.6R	1.8+2.4R	
	6	qa	qf	3002	4953	2979	4915	2961	4886	2947	4862	2935	4842	2925	4826	2916	4728	2518	4029	2171	3474	
		F	1.7+5.6R	1.7+4.8R	1.8+4.2R	1.8+3.8R	1.8+3.4R	1.8+3.1R	1.9+2.8R	1.9+2.6R	1.9+2.4R	
	8	qa	qf	2758	4551	2767	4565	2695	4446	2709	4470	2653	4378	2670	4405	2625	4330	2518	4029	2171	3474	
		F	1.7+5.6R	1.8+4.8R	1.8+4.2R	1.9+3.8R	1.9+3.4R	1.9+3.1R	1.9+2.8R	1.9+2.6R	1.9+2.4R	
	12	qa	qf	2374	3917	2317	3823	2272	3749	2236	3690	2207	3641	2182	3600	2161	3566	2143	3536	2127	3474	
		F	1.9+5.6R	1.9+4.8R	2+4.2R	2+3.8R	2+3.4R	2+3.1R	2+2.8R	2.1+2.6R	2.1+2.4R	
	18	qa	qf	1999	3917	1986	3278	1977	3261	1815	2995	1824	3010	1832	3023	1715	2830	1730	2855	1744	2877	
		F	2.1+5.6R	2.1+4.8R	2.1+4.2R	2.2+3.7R	2.2+3.4R	2.2+3.1R	2.2+2.8R	2.2+2.6R	2.3+2.4R	
	24	qa	qf	1759	2902	1788	2950	1555	2566	1627	2685	1465	2416	1535	2533	1407	2322	1472	2429	1367	2255	
		F	2.2+5.6R	2.3+4.8R	2.3+4.2R	2.4+3.7R	2.4+3.4R	2.4+3.1R	2.4+2.8R	2.4+2.6R	2.4+2.4R	
	36	qa	qf	1385	2285	1482	2446	1275	2103	1128	1862	1240	2046	1127	1860	1033	1705	1127	1859	1046	1726	
		F	2.6+5.6R	2.6+4.8R	2.7+4.2R	2.7+3.7R	2.7+3.3R	2.8+3R	2.8+2.8R	2.8+2.6R	2.8+2.4R	

18	4	qa	qf	2541	4193	2529	4173	2519	4156	2511	4143	2505	4133	2499	4038	2121	3393	1807	2891	1558	2493	
		F	1.9+10R	2+8.5R	2.1+7.5R	2.1+6.6R	2.1+6R	2.2+5.4R	2.2+5R	2.2+4.6R	2.2+4.3R	
	6	qa	qf	2290	3778	2264	3736	2244	3703	2228	3676	2215	3654	2204	3636	2121	3393	1807	2891	1558	2493	
		F	2+10R	2.1+8.5R	2.2+7.5R	2.2+6.6R	2.2+6R	2.3+5.4R	2.3+5R	2.3+4.6R	2.3+4.3R	
	8	qa	qf	2075	3424	2076	3425	2009	3315	2017	3328	1966	3244	1977	3262	1936	3195	1807	2891	1558	2493	
		F	2.1+10R	2.2+8.5R	2.3+7.5R	2.3+6.6R	2.3+6R	2.4+5.4R	2.4+5R	2.4+4.6R	2.4+4.3R	
	12	qa	qf	1763	2908	1709	2819	1666	2749	1632	2693	1604	2646	1581	2608	1561	2575	1544	2547	1529	2493	
		F	2.3+9.9R	2.4+8.5R	2.4+7.5R	2.5+6.6R	2.5+6R	2.6+5.4R	2.6+5R	2.6+4.6R	2.6+4.3R	
	18	qa	qf	1468	2908	1448	2390	1442	2380	1285	2120	1305	2153	1317	2173	1211	1998	1232	2032	1241	2048	
		F	2.6+9.9R	2.7+8.5R	2.7+7.4R	2.8+6.6R	2.8+5.9R	2.9+5.4R	2.9+5R	2.9+4.6R	2.9+4.2R	
	24	qa	qf	1221	2015	1236	2040	1075	1774	1120	1849	1008	1664	1051	1735	964	1590	1004	1656	932	1538	
		F	2.8+9.9R	2.9+8.5R	3+7.4R	3.1+6.6R	3.1+5.9R	3.1+5.4R	3.2+4.9R	3.2+4.6R	3.2+4.2R	
	36	qa	qf	974	1608	1025	1691	890	1468	791	1305	860	1419	782	1290	717	1183	776	1280	720	1188	
		F	3.3+9.8R	3.4+8.4R	3.5+7.3R	3.6+6.5R	3.6+5.9R	3.7+5.3R	3.7+4.9R	3.7+4.5R	3.8+4.2R	

20	4	qa	qf	1781	2939	1765	2912	1752	2891	1742	2874	1733	2860	1636	2617	1374	2199	1171	1874	1010	1616	
		F	2.2+20.8R	2.4+17.8R	2.5+15.6R	2.6+13.9R	2.7+12.5R	2.8+11.3R	2.8+10.4R	2.9+9.6R	2.9+8.9R	
	6	qa	qf	1558	2570	1529	2523	1507	2486	1489	2456	1474	2432	1461	2411	1374	2199	1171	1874	1010	1616	
		F	2.4+20.8R	2.6+17.8R	2.7+15.6R	2.8+13.9R	2.9+12.5R	3+11.3R	3+10.4R	3.1+9.6R	3.1+8.9R	
	8	qa	qf	1389	2292	1380	2277	1322	2181	1322	2181	1279	2110	1283	2116	1248	2060	1171	1874	1010	1616	
		F	2.5+20.8R	2.7+17.8R	2.9+15.6R	3+13.9R	3.1+12.5R	3.1+11.3R	3.2+10.4R	3.2+9.6R	3.3+8.9R	
	12	qa	qf	1093	1803	1050	1732	1022	1686	1000	1650	983	1622	969	1598	957	1579	947	1562	938	1548	
		F	2.9+20.8R	3.1+17.8R	3.2+15.6R	3.3+13.8R	3.4+12.5R	3.5+11.3R	3.5+10.4R	3.6+9.6R	3.6+8.9R	
	18	qa	qf	817	1803	813	1342	815	1345	725	1196	735	1212	743	1226	681	1124	692	1142	702	1158	
		F	3.3+20.7R	3.5+17.7R	3.7+15.5R	3.8+13.8R	3.9+12.4R	4+11.3R	4+10.3R	4.1+9.5R	4.1+8.9R	
	24	qa	qf	679	1121	695	1147	608	1004	633	1044	569	940	593	978	543	897	565	933	525	866	
		F	3.8+20.6R	4+17.7R	4.2+15.5R	4.3+13.7R	4.4+12.4R	4.5+11.2R	4.5+10.3R	4.6+9.5R	4.6+8.8R	
	36	qa	qf	542	894	577	952	505	833	449	741	487	803	443	730	406	669	438	723	407	671	
		F	4.6+20.5R	4.9+17.5R	5+15.3R	5.2+13.6R	5.3+12.2R	5.4+11.1R	5.5+10.2R	5.5+9.4R	5.6+8.7R	

22	4	qa	qf	1415	2335	1398	2306	1384	2284	1373	2265	1364	2251	1231	1970	1035	1656	882	1411	760	1216	
		F	2.3+33.3R	2.5+28.5R	2.8+25R	2.9+22.2R	3.1+20R	3.2+18.2R	3.3+16.6R	3.3+15.4R	3.4+14.3R	
	6	qa	qf	1221	2014	1192	1968	1170	1931	1153	1902	1138	1878	1126	1857	1035	1656	882	1411	760	1216	
		F	2.5+33.3R	2.8+28.5R	3+25R	3.2+22.2R	3.3+20R	3.4+18.2R	3.5+16.6R	3.6+15.4R	3.7+14.3R	
	8	qa	qf	1081	1783	1070	1765	1019	1682	1016	1676	979	1615	980	1616	950	1568	882	1411	760	1216	
		F	2.7+33.3R	3+28.5R	3.3+24.9R	3.4+22.2R	3.6+20R	3.7+18.1R	3.8+16.6R	3.8+15.3R	3.9+14.3R	
	12	qa	qf	787	1299	759	1252	737	1216	721	1189	707	1167	696	1149	687	1134	680	1121	673	1110	
		F	3.2+33.2R	3.5+28.5R	3.7+24.9R	3.9+22.1R	4.1+19.9R	4.2+18.1R	4.3+16.6R	4.3+15.3R	4.4+14.2R	
	18	qa	qf	591	1299	591	975	590	974	525	866	531	876	536	885	491	811	499	823	505	833	
		F	3.9+33.1R	4.2+28.4R	4.4+24.8R	4.6+22.1R	4.8+19.8R	4.9+18R	5+16.5R	5.1+15.3R	5.1+14.2R	
	24	qa	qf	494	814	507	837	444	732	460	758	414	682	429	708	394	649	409	674	379	626	
		F	4.5+33R	4.8+28.3R	5.1+24.7R	5.3+22R	5.4+19.8R	5.6+18R	5.7+16.5R	5.8+15.2R	5.9+14.1R	
	36	qa	qf	396	653	423	698	370	611	329	543	355	586	323	532	296	488	318	525	295	487	
		F	5.6+32.7R	6+28R	6.3+24.5R	6.5+21.7R	6.7+19.5R	6.9+17.7R	7+16.3R	7.1+15R	7.2+13.9R	

Table 46: DG2WH-36 and DG2WHF-36 Shear and Flexibility (continued)
36/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)								DG2WH-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)					with DeltaGrip** and Hilti X-EDN19, X-EDNK22 or HSN 24	
			6	7	8	9	10	11	12	13	14	

16	4	qa	qf	1515	2462	1515	2461	1514	2461	1514	2460	1514	2460	1514	2460	1514	2460	1514	2460	1514	2460	
		F	1.6+5.6R	1.7+4.8R	1.7+4.2R	1.7+3.8R	1.8+3.4R	1.8+3.1R	1.8+2.8R	1.8+2.6R	1.8+2.4R	
	6	qa	qf	1488	2418	1487	2416	1486	2415	1485	2414	1485	2413	1485	2412	1484	2412	1484	2411	1484	2411	
		F	1.7+5.6R	1.7+4.8R	1.8+4.2R	1.8+3.8R	1.8+3.4R	1.8+3.1R	1.9+2.8R	1.9+2.6R	1.9+2.4R	
	8	qa	qf	1454	2363	1459	2371	1451	2357	1455	2364	1448	2354	1452	2360	1447	2351	1450	2357	1446	2350	
		F	1.7+5.6R	1.8+4.8R	1.8+4.2R	1.9+3.8R	1.9+3.4R	1.9+3.1R	1.9+2.8R	1.9+2.6R	1.9+2.4R	
	12	qa	qf	1377	2238	1372	2230	1368	2223	1365	2218	1362	2214	1360	2210	1358	2208	1357	2205	1356	2203	
		F	1.9+5.6R	1.9+4.8R	2+4.2R	2+3.8R	2+3.4R	2+3.1R	2+2.8R	2.1+2.6R	2.1+2.4R	
	18	qa	qf	1258	2238	1271	2066	1281	2082	1232	2001	1245	2023	1256	2040	1217	1978	1230	1998	1239	2014	
		F	2.1+5.6R	2.1+4.8R	2.1+4.2R	2.2+3.7R	2.2+3.4R	2.2+3.1R	2.2+2.8R	2.2+2.6R	2.3+2.4R	
	24	qa	qf	1151	1870	1188	1931	1121	1822	1157	1880	1102	1791	1135	1844	1089	1769	1119	1818	1079	1753	
		F	2.2+5.6R	2.3+4.8R	2.3+4.2R	2.4+3.7R	2.4+3.4R	2.4+3.1R	2.4+2.8R	2.4+2.6R	2.4+2.4R	
	36	qa	qf	986	1602	1069	1737	993	1613	924	1501	997	1620	941	1530	890	1446	953	1549	909	1478	
		F	2.6+5.6R	2.6+4.8R	2.7+4.2R	2.7+3.7R	2.7+3.3R	2.8+3R	2.8+2.8R	2.8+2.6R	2.8+2.4R	

18	4	qa	qf	1213	1971	1213	1971	1212	1970	1212	1970	1212	1969	1212	1969	1212	1969	1211	1969	1211	1968	
		F	1.9+10R	2+8.5R	2.1+7.5R	2.1+6.6R	2.1+6R	2.2+5.4R	2.2+5R	2.2+4.6R	2.2+4.3R	
	6	qa	qf	1183	1922	1181	1920	1180	1918	1180	1917	1179	1916	1178	1915	1178	1914	1178	1914	1177	1913	
		F	2+10R	2.1+8.5R	2.2+7.5R	2.2+6.6R	2.2+6R	2.3+5.4R	2.3+5R	2.3+4.6R	2.3+4.3R	
	8	qa	qf	1147	1863	1151	1870	1142	1856	1146	1863	1139	1851	1143	1857	1137	1848	1141	1854	1136	1845	
		F	2.1+10R	2.2+8.5R	2.3+7.5R	2.3+6.6R	2.3+6R	2.4+5.4R	2.4+5R	2.4+4.6R	2.4+4.3R	
	12	qa	qf	1068	1735	1062	1725	1057	1718	1053	1711	1050	1706	1047	1702	1045	1698	1043	1695	1042	1693	
		F	2.3+9.9R	2.4+8.5R	2.4+7.5R	2.5+6.6R	2.5+6R	2.6+5.4R	2.6+5R	2.6+4.6R	2.6+4.3R	
	18	qa	qf	956	1735	966	1570	973	1582	927	1507	938	1525	947	1539	911	1481	922	1498	930	1512	
		F	2.6+9.9R	2.7+8.5R	2.7+7.4R	2.8+6.6R	2.8+6R	2.9+5.4R	2.9+5R	2.9+4.6R	2.9+4.2R	
	24	qa	qf	863	1403	892	1450	833	1353	861	1400	813	1322	840	1365	800	1299	824	1339	789	1283	
		F	2.8+9.9R	2.9+8.5R	3+7.4R	3.1+6.6R	3.1+5.9R	3.1+5.4R	3.2+4.9R	3.2+4.6R	3.2+4.2R	
	36	qa	qf	731	1187	792	1287	729	1184	673	1093	728	1183	682	1109	641	1042	689	1119	654	1062	
		F	3.3+9.8R	3.5+8.4R	3.5+7.4R	3.6+6.5R	3.6+5.9R	3.7+5.3R	3.7+4.9R	3.8+4.5R	3.8+4.2R	

20	4	qa	qf	899	1461	898	1460	898	1459	897	1458	897	1458	897	1457	896	1457	896	1456	896	1456	
		F	2.2+20.8R	2.4+17.8R	2.5+15.6R	2.6+13.9R	2.7+12.5R	2.8+11.3R	2.8+10.4R	2.9+9.6R	2.9+8.9R	
	6	qa	qf	863	1402	861	1399	859	1396	858	1394	857	1393	856	1391	856	1390	855	1389	854	1388	
		F	2.4+20.8R	2.6+17.8R	2.7+15.6R	2.8+13.9R	2.9+12.5R	3+11.3R	3+10.4R	3.1+9.6R	3.1+8.9R	
	8	qa	qf	823	1337	827	1344	816	1326	820	1333	812	1319	816	1326	809	1315	813	1321	807	1311	
		F	2.5+20.8R	2.7+17.8R	2.9+15.6R	3+13.9R	3.1+12.5R	3.1+11.3R	3.2+10.4R	3.2+9.6R	3.3+8.9R	
	12	qa	qf	744	1210	737	1197	731	1187	726	1179	722	1173	719	1168	716	1163	713	1159	711	1156	
		F	2.9+20.8R	3.1+17.8R	3.2+15.6R	3.3+13.8R	3.4+12.5R	3.5+11.3R	3.5+10.4R	3.6+9.6R	3.6+8.9R	
	18	qa	qf	647	1210	653	1060	656	1066	616	1001	623	1013	629	1022	599	973	606	985	612	995	
		F	3.4+20.7R	3.6+17.7R	3.7+15.5R	3.8+13.8R	3.9+12.4R	4+11.3R	4+10.3R	4.1+9.6R	4.1+8.9R	
	24	qa	qf	576	936	594	965	546	887	565	917	527	856	544	885	513	834	530	861	503	818	
		F	3.8+20.6R	4+17.7R	4.2+15.5R	4.3+13.7R	4.4+12.4R	4.5+11.2R	4.5+10.3R	4.6+9.5R	4.6+8.8R	
	36	qa	qf	484	786	520	846	473	768	432	702	466	758	433	704	404	657	434	705	409	665	
		F	4.6+20.5R	4.9+17.5R	5.1+15.3R	5.2+13.6R	5.3+12.2R	5.4+11.1R	5.5+10.2R	5.6+9.4R	5.6+8.7R	

22	4	qa	qf	740	1202	739	1201	738	1199	738	1199	737	1198	737	1197	736	1197	736	1196	736	1196	
		F	2.3+33.3R	2.5+28.5R	2.8+25R	2.9+22.2R	3.1+20R	3.2+18.2R	3.3+16.6R	3.3+15.4R	3.4+14.3R	
	6	qa	qf	702	1141	700	1137	698	1134	696	1132	695	1130	694	1128	693	1127	693	1126	692	1124	
		F	2.5+33.3R	2.8+28.5R	3+25R	3.2+22.2R	3.3+20R	3.4+18.2R	3.5+16.6R	3.6+15.4R	3.7+14.3R	
	8	qa	qf	663	1077	666	1082	655	1065	659	1070	650	1057	654	1062	647	1051	650	1057	644	1047	
		F	2.8+33.3R	3+28.5R	3.3+24.9R	3.4+22.2R	3.6+20R	3.7+18.1R	3.8+16.6R	3.8+15.3R	3.9+14.3R	
	12	qa	qf	590	959	582	945	575	935	570	927	566	920	563	914	560	909	557	905	555	902	
		F	3.2+33.2R	3.5+28.5R	3.7+24.9R	3.9+22.1R	4.1+19.9R	4.2+18.1R	4.3+16.6R	4.3+15.3R	4.4+14.2R	
	18	qa	qf	506	959	509	827	511	830	476	773	481	782	485	788	459	746	465	755	469	763	
		F	3.9+33.1R	4.2+28.4R	4.4+24.8R	4.6+22.1R	4.8+19.9R	4.9+18R	5+16.5R	5.1+15.3R	5.2+14.2R	
	24	qa	qf	448	729	460	748	420	683	434	705	402	654	416	675	390	634	402	654	381	619	
		F	4.5+33R	4.8+28.3R	5.1+24.7R	5.3+22R	5.5+19.8R	5.6+18R	5.7+16.5R	5.8+15.2R	5.9+14.1R	
	36	qa	qf	372	604	402	654	364	591	326	530	355	577	329	535	303	493	328	533	308	501	
		F	5.6+32.7R	6+28R	6.3+24.5R	6.6+21.7R	6.7+19.6R	6.9+17.8R	7+16.3R	7.1+15R	7.2+13.9R	

Figure 27: DG3WxH-36 Profile

Figure 28 DG3WxHF-36

Figure 29: 36/4 Attachment Pattern

Table 47: DG3WxH-36 Panel Properties (50 ksi)

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.70	0.0290	50	65	0.504	0.770	1.48	0.497	1.236	
21	1.92	0.0330	50	65	0.556	0.850	1.48	0.548	1.236	
20	2.09	0.0359	50	65	0.605	0.927	1.48	0.595	1.236	
19	2.43	0.0420	50	65	0.708	1.083	1.48	0.695	1.236	
18	2.76	0.0478	50	65	0.806	1.233	1.49	0.789	1.236	
16	3.43	0.0598	50	65	1.008	1.540	1.49	0.984	1.236	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.309	0.392	1.33	0.404	1.63	0.727	0.720	0.741	0.737	
21	0.362	0.452	1.36	0.465	1.61	0.823	0.813	0.832	0.826	
20	0.414	0.510	1.39	0.524	1.59	0.910	0.900	0.916	0.909	
19	0.532	0.636	1.43	0.654	1.55	1.083	1.073	1.083	1.077	
18	0.651	0.761	1.46	0.781	1.52	1.233	1.230	1.233	1.231	
16	0.887	0.984	1.49	0.982	1.50	1.540	1.540	1.540	1.540	

Table 48: DG3WxH-36 & DG3WxHF-36 Reactions at Supports (plf) Based Web Crippling

Gauge No.	
Condition	Bearing Length of Webs	
		Allowable	Factored	
		1"	2"	4"	6"	1"	2"	4"	6"	
22	End	296	368	471	550	452	564	721	842	
	Interior	522	630	783	900	776	937	1164	1338	
21	End	379	470	598	697	580	719	915	1066	
	Interior	667	801	990	1135	993	1191	1472	1688	
20	End	424	524	666	775	649	802	1020	1186	
	Interior	746	893	1101	1261	1110	1329	1638	1876	
19	End	600	737	930	1078	918	1127	1423	1650	
	Interior	1054	1252	1532	1747	1568	1863	2280	2599	
18	End	743	908	1141	1320	1137	1389	1746	2020	
	Interior	1305	1542	1878	2136	1941	2294	2794	3178	
16	End	1143	1383	1723	1983	1749	2116	2636	3034	
	Interior	2008	2350	2834	3206	2986	3495	4216	4768	

Table 49: DG3WxH-36 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	490	218	122	78	54	40	31	24	20	
		Φ fb	736	327	184	118	82	60	46	36	29	
		L/360	-	150	63	32	19	12	8	6	4	
		L/240	-	-	95	49	28	18	12	8	6	
		L/180	-	-	-	65	37	24	16	11	8	
		L/120	-	-	-	-	-	35	24	17	12	

DS	fb / Ω	504	224	126	81	56	41	31	25	20	
		Φ fb	758	337	189	121	84	62	47	37	30	
		L/360	-	-	-	78	45	28	19	13	10	
		L/240	-	-	-	-	-	-	28	20	15	
		L/180	-	-	-	-	-	-	-	-	19	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	630	280	157	101	70	51	39	31	25	
		Φ fb	947	421	237	152	105	77	59	47	38	
		L/360	-	-	139	71	41	26	17	12	9	
		L/240	-	-	-	-	62	39	26	18	13	
		L/180	-	-	-	-	-	-	35	24	18	
		L/120	-	-	-	-	-	-	-	-	-	

21	

SS	fb / Ω	564	251	141	90	63	46	35	28	23	
		Φ fb	847	377	212	136	94	69	53	42	34	
		L/360	-	168	71	36	21	13	9	6	5	
		L/240	-	-	107	55	32	20	13	9	7	
		L/180	-	-	-	73	42	27	18	12	9	
		L/120	-	-	-	-	-	40	27	19	14	

DS	fb / Ω	580	258	145	93	64	47	36	29	23	
		Φ fb	872	388	218	140	97	71	54	43	35	
		L/360	-	-	-	87	50	32	21	15	11	
		L/240	-	-	-	-	-	-	32	22	16	
		L/180	-	-	-	-	-	-	-	-	22	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	725	322	181	116	81	59	45	36	29	
		Φ fb	1090	484	272	174	121	89	68	54	44	
		L/360	-	-	156	80	46	29	19	14	10	
		L/240	-	-	-	-	69	44	29	20	15	
		L/180	-	-	-	-	-	58	39	27	20	
		L/120	-	-	-	-	-	-	-	-	-	

Table 49: DG3WxH-36, Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20	

SS	fb / Ω	636	283	159	102	71	52	40	31	25	
		Φ fb	956	425	239	153	106	78	60	47	38	
		L/360	625	185	78	40	23	15	10	7	5	
		L/240	-	278	117	60	35	22	15	10	8	
		L/180	-	-	156	80	46	29	20	14	10	
		L/120	-	-	-	-	69	44	29	21	15	

DS	fb / Ω	654	291	163	105	73	53	41	32	26	
		Φ fb	983	437	246	157	109	80	61	49	39	
		L/360	-	-	-	96	55	35	23	16	12	
		L/240	-	-	-	-	-	52	35	25	18	
		L/180	-	-	-	-	-	-	-	-	24	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	817	363	204	131	91	67	51	40	33	
		Φ fb	1228	546	307	197	136	100	77	61	49	
		L/360	-	-	171	88	51	32	21	15	11	
		L/240	-	-	-	-	76	48	32	23	16	
		L/180	-	-	-	-	-	64	43	30	22	
		L/120	-	-	-	-	-	-	-	-	-	

19	

SS	fb / Ω	793	353	198	127	88	65	50	39	32	
		Φ fb	1193	530	298	191	133	97	75	59	48	
		L/360	740	219	92	47	27	17	12	8	6	
		L/240	-	329	139	71	41	26	17	12	9	
		L/180	-	-	185	95	55	35	23	16	12	
		L/120	-	-	-	-	82	52	35	24	18	

DS	fb / Ω	815	362	204	130	91	67	51	40	33	
		Φ fb	1226	545	306	196	136	100	77	61	49	
		L/360	-	-	-	113	66	41	28	19	14	
		L/240	-	-	-	-	-	62	42	29	21	
		L/180	-	-	-	-	-	-	-	39	28	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1019	453	255	163	113	83	64	50	41	
		Φ fb	1532	681	383	245	170	125	96	76	61	
		L/360	-	-	203	104	60	38	25	18	13	
		L/240	-	-	-	156	90	57	38	27	19	
		L/180	-	-	-	-	-	76	51	36	26	
		L/120	-	-	-	-	-	-	-	-	39	

Table 49: DG3WxH-36, Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	949	422	237	152	105	77	59	47	38	
		Φ fb	1426	634	357	228	158	116	89	70	57	
		L/360	842	250	105	54	31	20	13	9	7	
		L/240	-	374	158	81	47	29	20	14	10	
		L/180	-	-	211	108	62	39	26	18	13	
		L/120	-	-	-	-	94	59	39	28	20	

DS	fb / Ω	974	433	244	156	108	80	61	48	39	
		Φ fb	1464	651	366	234	163	120	92	72	59	
		L/360	-	-	-	130	75	47	32	22	16	
		L/240	-	-	-	-	-	71	47	33	24	
		L/180	-	-	-	-	-	-	-	44	32	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1218	541	304	195	135	99	76	60	49	
		Φ fb	1932	859	483	309	215	158	121	95	77	
		L/360	-	-	232	119	69	43	29	20	15	
		L/240	-	-	-	178	103	65	43	31	22	
		L/180	-	-	-	-	-	87	58	41	30	
		L/120	-	-	-	-	-	-	-	-	45	

16	

SS	fb / Ω	1228	546	307	196	136	100	77	61	49	
		Φ fb	1845	820	461	295	205	151	115	91	74	
		L/360	1052	312	131	67	39	25	16	12	8	
		L/240	-	467	197	101	58	37	25	17	13	
		L/180	-	-	263	135	78	49	33	23	17	
		L/120	-	-	-	-	117	74	49	35	25	

DS	fb / Ω	1225	545	306	196	136	100	77	61	49	
		Φ fb	1842	819	460	295	205	150	115	91	74	
		L/360	-	-	-	162	94	59	40	28	20	
		L/240	-	-	-	-	-	89	59	42	30	
		L/180	-	-	-	-	-	-	-	56	41	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1532	681	383	245	170	125	96	76	61	
		Φ fb	2302	1023	576	368	256	188	144	114	92	
		L/360	-	-	290	149	86	54	36	25	19	
		L/240	-	-	-	223	129	81	54	38	28	
		L/180	-	-	-	-	-	108	73	51	37	
		L/120	-	-	-	-	-	-	-	-	56	

Table 50: DG3WxHF-36 Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.69	0.035 / 0.036	50	65	1.054	1.542	0.91	0.712	1.209	
20/18	4.16	0.035 / 0.047	50	65	1.193	1.640	0.81	0.723	1.172	
20/16	4.68	0.035 / 0.059	50	65	1.344	1.727	0.74	0.732	1.133	
18/20	4.35	0.047 / 0.036	50	65	1.253	1.932	1.02	0.934	1.242	
18/18	4.83	0.047 / 0.047	50	65	1.392	2.058	0.93	0.949	1.216	
18/16	5.35	0.047 / 0.059	50	65	1.543	2.172	0.85	0.962	1.186	
16/20	5.03	0.059 / 0.036	50	65	1.450	2.309	1.10	1.155	1.262	
16/18	5.51	0.059 / 0.047	50	65	1.593	2.457	1.01	1.174	1.242	
16/16	6.03	0.059 / 0.059	50	65	1.744	2.595	0.94	1.191	1.220	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.481	0.538	0.75	0.645	1.42	1.506	1.186	1.518	1.305	
20/18	0.551	0.540	0.66	0.674	1.23	1.582	1.363	1.601	1.455	
20/16	0.650	0.562	0.61	0.701	1.04	1.640	1.512	1.669	1.584	
18/20	0.691	0.875	0.98	0.844	1.49	1.930	1.484	1.931	1.633	
18/18	0.761	0.878	0.88	0.879	1.34	2.056	1.693	2.057	1.815	
18/16	0.860	0.875	0.80	0.910	1.19	2.170	1.868	2.171	1.969	
16/20	0.923	1.175	1.11	1.047	1.53	2.306	1.790	2.307	1.963	
16/18	0.997	1.194	1.02	1.084	1.40	2.454	2.012	2.455	2.160	
16/16	1.095	1.211	0.95	1.119	1.28	2.592	2.214	2.593	2.341	

Table 51: DG3WxHF-36 Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	671	298	168	107	75	55	42	33	27	
		Φ fb	1009	448	252	161	112	82	63	50	40	
		L/360	-	-	130	66	38	24	16	11	8	
		L/240	-	-	-	100	58	36	24	17	12	
		L/180	-	-	-	-	-	48	32	23	17	
		L/120	-	-	-	-	-	-	-	-	25	

DS	fb / Ω	805	358	201	129	89	66	50	40	32	
		Φ fb	1209	538	302	194	134	99	76	60	48	
		L/360	-	-	-	-	79	50	34	24	17	
		L/240	-	-	-	-	-	-	-	35	26	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1006	447	251	161	112	82	63	50	40	
		Φ fb	1512	672	378	242	168	123	94	75	60	
		L/360	-	-	246	126	73	46	31	22	16	
		L/240	-	-	-	-	109	69	46	32	24	
		L/180	-	-	-	-	-	-	61	43	31	
		L/120	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	674	299	168	108	75	55	42	33	27	
		Φ fb	1013	450	253	162	113	83	63	50	41	
		L/360	-	-	137	70	41	26	17	12	9	
		L/240	-	-	-	105	61	38	26	18	13	
		L/180	-	-	-	-	-	51	34	24	17	
		L/120	-	-	-	-	-	-	-	-	26	

DS	fb / Ω	841	374	210	135	93	69	53	42	34	
		Φ fb	1264	562	316	202	140	103	79	62	51	
		L/360	-	-	-	-	89	56	37	26	19	
		L/240	-	-	-	-	-	-	-	39	29	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1051	467	263	168	117	86	66	52	42	
		Φ fb	1580	702	395	253	176	129	99	78	63	
		L/360	-	-	-	140	81	51	34	24	18	
		L/240	-	-	-	-	-	77	51	36	26	
		L/180	-	-	-	-	-	-	-	48	35	
		L/120	-	-	-	-	-	-	-	-	-	

Table 51: DG3WxHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	701	312	175	112	78	57	44	35	28	
		Φ fb	1054	468	263	169	117	86	66	52	42	
		L/360	-	-	142	73	42	27	18	13	9	
		L/240	-	-	-	109	63	40	27	19	14	
		L/180	-	-	-	-	-	53	36	25	18	
		L/120	-	-	-	-	-	-	-	-	27	

DS	fb / Ω	875	389	219	140	97	71	55	43	35	
		Φ fb	1314	584	329	210	146	107	82	65	53	
		L/360	-	-	-	-	96	61	41	29	21	
		L/240	-	-	-	-	-	-	-	43	31	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1093	486	273	175	121	89	68	54	44	
		Φ fb	1643	730	411	263	183	134	103	81	66	
		L/360	-	-	-	153	88	56	37	26	19	
		L/240	-	-	-	-	-	83	56	39	29	
		L/180	-	-	-	-	-	-	-	52	38	
		L/120	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	1092	485	273	175	121	89	68	54	44	
		Φ fb	1641	729	410	263	182	134	103	81	66	
		L/360	-	391	165	84	49	31	21	14	11	
		L/240	-	-	247	127	73	46	31	22	16	
		L/180	-	-	-	169	98	61	41	29	21	
		L/120	-	-	-	-	-	-	62	43	32	

DS	fb / Ω	1053	468	263	168	117	86	66	52	42	
		Φ fb	1583	703	396	253	176	129	99	78	63	
		L/360	-	-	-	-	100	63	42	29	21	
		L/240	-	-	-	-	-	-	63	44	32	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1316	585	329	211	146	107	82	65	53	
		Φ fb	1978	879	495	317	220	161	124	98	79	
		L/360	-	-	308	158	91	57	38	27	20	
		L/240	-	-	-	-	137	86	58	41	30	
		L/180	-	-	-	-	-	-	77	54	39	
		L/120	-	-	-	-	-	-	-	-	-	

Table 51: DG3WxHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	1095	487	274	175	122	89	68	54	44	
		Φ fb	1646	732	412	263	183	134	103	81	66	
		L/360	-	416	176	90	52	33	22	15	11	
		L/240	-	-	263	135	78	49	33	23	17	
		L/180	-	-	-	-	104	66	44	31	22	
		L/120	-	-	-	-	-	-	66	46	34	

DS	fb / Ω	1097	487	274	175	122	90	69	54	44	
		Φ fb	1648	733	412	264	183	135	103	81	66	
		L/360	-	-	-	-	111	70	47	33	24	
		L/240	-	-	-	-	-	-	-	49	36	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1371	609	343	219	152	112	86	68	55	
		Φ fb	2060	916	515	330	229	168	129	102	82	
		L/360	-	-	342	175	101	64	43	30	22	
		L/240	-	-	-	-	152	96	64	45	33	
		L/180	-	-	-	-	-	-	85	60	44	
		L/120	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	1092	485	273	175	121	89	68	54	44	
		Φ fb	1641	729	410	263	182	134	103	81	66	
		L/360	-	439	185	95	55	35	23	16	12	
		L/240	-	-	-	142	82	52	35	24	18	
		L/180	-	-	-	-	110	69	46	33	24	
		L/120	-	-	-	-	-	-	-	49	36	

DS	fb / Ω	1135	505	284	182	126	93	71	56	45	
		Φ fb	1706	758	427	273	190	139	107	84	68	
		L/360	-	-	-	-	120	76	51	36	26	
		L/240	-	-	-	-	-	-	-	53	39	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1419	631	355	227	158	116	89	70	57	
		Φ fb	2133	948	533	341	237	174	133	105	85	
		L/360	-	-	-	190	110	69	46	33	24	
		L/240	-	-	-	-	-	104	70	49	36	
		L/180	-	-	-	-	-	-	-	65	47	
		L/120	-	-	-	-	-	-	-	-	-	

Table 51: DG3WxHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	1466	651	366	235	163	120	92	72	59	
		Φ fb	2203	979	551	353	245	180	138	109	88	
		L/360	-	467	197	101	58	37	25	17	13	
		L/240	-	-	295	151	88	55	37	26	19	
		L/180	-	-	-	202	117	73	49	35	25	
		L/120	-	-	-	-	-	110	74	52	38	

DS	fb / Ω	1306	581	327	209	145	107	82	65	52	
		Φ fb	1963	873	491	314	218	160	123	97	79	
		L/360	-	-	-	207	120	75	50	35	26	
		L/240	-	-	-	-	-	-	76	53	39	
		L/180	-	-	-	-	-	-	-	-	52	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1633	726	408	261	181	133	102	81	65	
		Φ fb	2454	1091	613	393	273	200	153	121	98	
		L/360	-	-	370	189	110	69	46	32	24	
		L/240	-	-	-	-	164	103	69	49	35	
		L/180	-	-	-	-	-	-	92	65	47	
		L/120	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	1490	662	372	238	166	122	93	74	60	
		Φ fb	2239	995	560	358	249	183	140	111	90	
		L/360	-	497	210	107	62	39	26	18	13	
		L/240	-	-	314	161	93	59	39	28	20	
		L/180	-	-	-	215	124	78	52	37	27	
		L/120	-	-	-	-	-	117	79	55	40	

DS	fb / Ω	1352	601	338	216	150	110	85	67	54	
		Φ fb	2033	903	508	325	226	166	127	100	81	
		L/360	-	-	-	-	132	83	56	39	28	
		L/240	-	-	-	-	-	-	83	58	43	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1690	751	423	270	188	138	106	83	68	
		Φ fb	2541	1129	635	407	282	207	159	125	102	
		L/360	-	-	407	208	121	76	51	36	26	
		L/240	-	-	-	-	181	114	76	54	39	
		L/180	-	-	-	-	-	-	102	71	52	
		L/120	-	-	-	-	-	-	-	-	-	

Table 51: DG3WxHF-36 Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	1511	671	378	242	168	123	94	75	60	
		Φ fb	2271	1009	568	363	252	185	142	112	91	
		L/360	-	525	221	113	66	41	28	19	14	
		L/240	-	-	332	170	98	62	42	29	21	
		L/180	-	-	-	227	131	83	55	39	28	
		L/120	-	-	-	-	-	-	83	58	42	

DS	fb / Ω	1396	620	349	223	155	114	87	69	56	
		Φ fb	2098	933	525	336	233	171	131	104	84	
		L/360	-	-	-	-	143	90	60	42	31	
		L/240	-	-	-	-	-	-	-	63	46	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1745	776	436	279	194	142	109	86	70	
		Φ fb	2623	1166	656	420	291	214	164	130	105	
		L/360	-	-	-	226	131	82	55	39	28	
		L/240	-	-	-	-	-	123	83	58	42	
		L/180	-	-	-	-	-	-	-	77	56	
		L/120	-	-	-	-	-	-	-	-	-	

Table 52: DG3WxH-36 and DG3WxHF-36 Shear and Flexibility
36/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)								DG3WxH-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)					with DeltaGrip** and 0.5 in Effective Diameter Arc Spot Weld	
			6	7	8	9	10	11	12	13	14	

16	4	qa	qf	3268	5393	3258	5376	3250	5362	3243	5351	3238	5342	3233	5335	3229	5328	3226	5323	3223	5318	
		F	1.7+7.4R	1.8+6.4R	1.8+5.6R	1.9+4.9R	1.9+4.4R	1.9+4R	2+3.7R	2+3.4R	2+3.2R	
	6	qa	qf	3007	4962	2984	4923	2965	4893	2951	4869	2938	4849	2928	4832	2920	4818	2912	4805	2906	4795	
		F	1.8+7.4R	1.9+6.4R	1.9+5.6R	1.9+4.9R	2+4.4R	2+4R	2+3.7R	2+3.4R	2+3.2R	
	8	qa	qf	2767	4565	2774	4577	2702	4457	2715	4480	2659	4388	2675	4414	2630	4339	2646	4365	2608	4303	
		F	1.9+7.4R	1.9+6.3R	2+5.6R	2+4.9R	2+4.4R	2.1+4R	2.1+3.7R	2.1+3.4R	2.1+3.2R	
	12	qa	qf	2387	3939	2329	3843	2283	3767	2246	3707	2216	3656	2191	3615	2169	3579	2151	3548	2134	3522	
		F	2+7.4R	2+6.3R	2.1+5.6R	2.1+4.9R	2.2+4.4R	2.2+4R	2.2+3.7R	2.2+3.4R	2.2+3.2R	
	18	qa	qf	2017	3939	2002	3303	1990	3284	1828	3017	1836	3030	1843	3041	1726	2847	1740	2871	1753	2892	
		F	2.2+7.4R	2.2+6.3R	2.3+5.5R	2.3+4.9R	2.3+4.4R	2.4+4R	2.4+3.7R	2.4+3.4R	2.4+3.2R	
	24	qa	qf	1721	2840	1796	2963	1571	2593	1646	2716	1482	2445	1551	2559	1422	2346	1485	2450	1379	2275	
		F	2.3+7.4R	2.4+6.3R	2.5+5.5R	2.5+4.9R	2.5+4.4R	2.6+4R	2.6+3.7R	2.6+3.4R	2.6+3.2R	
	36	qa	qf	1347	2223	1475	2434	1291	2130	1147	1893	1257	2074	1143	1886	1048	1729	1140	1880	1058	1746	
		F	2.7+7.3R	2.7+6.3R	2.8+5.5R	2.8+4.9R	2.9+4.4R	2.9+4R	2.9+3.7R	3+3.4R	3+3.1R	

18	4	qa	qf	2544	4198	2532	4177	2521	4160	2513	4147	2507	4136	2501	4127	2496	4119	2492	4112	2489	4107	
		F	2+13.1R	2.1+11.2R	2.2+9.8R	2.2+8.7R	2.3+7.9R	2.3+7.1R	2.4+6.5R	2.4+6R	2.4+5.6R	
	6	qa	qf	2296	3788	2269	3745	2249	3711	2232	3684	2219	3661	2207	3642	2198	3626	2189	3613	2182	3601	
		F	2.1+13.1R	2.2+11.2R	2.3+9.8R	2.3+8.7R	2.4+7.8R	2.4+7.1R	2.5+6.5R	2.5+6R	2.5+5.6R	
	8	qa	qf	2084	3439	2084	3438	2016	3327	2024	3339	1972	3254	1983	3271	1941	3203	1953	3222	1919	3166	
		F	2.2+13.1R	2.3+11.2R	2.4+9.8R	2.4+8.7R	2.5+7.8R	2.5+7.1R	2.6+6.5R	2.6+6R	2.6+5.6R	
	12	qa	qf	1775	2930	1720	2838	1677	2766	1642	2709	1613	2661	1589	2621	1568	2588	1551	2559	1536	2534	
		F	2.4+13.1R	2.5+11.2R	2.6+9.8R	2.6+8.7R	2.7+7.8R	2.7+7.1R	2.8+6.5R	2.8+6R	2.8+5.6R	
	18	qa	qf	1456	2930	1460	2408	1455	2400	1300	2145	1318	2175	1327	2189	1222	2016	1242	2049	1249	2061	
		F	2.6+13R	2.8+11.2R	2.9+9.8R	2.9+8.7R	3+7.8R	3+7.1R	3.1+6.5R	3.1+6R	3.1+5.6R	
	24	qa	qf	1209	1994	1248	2059	1092	1801	1135	1873	1022	1686	1064	1755	975	1609	1014	1673	942	1554	
		F	2.9+13R	3+11.2R	3.1+9.8R	3.2+8.7R	3.3+7.8R	3.3+7.1R	3.3+6.5R	3.4+6R	3.4+5.6R	
	36	qa	qf	962	1587	1036	1709	907	1496	806	1330	873	1441	794	1310	728	1201	786	1297	730	1204	
		F	3.4+12.9R	3.5+11.1R	3.7+9.7R	3.7+8.6R	3.8+7.8R	3.8+7R	3.9+6.5R	3.9+6R	4+5.5R	

20	4	qa	qf	1785	2945	1768	2918	1755	2896	1745	2879	1736	2864	1729	2852	1722	2842	1717	2833	1712	2810	
		F	2.2+27.3R	2.4+23.4R	2.6+20.5R	2.7+18.2R	2.8+16.4R	2.9+14.9R	3+13.7R	3.1+12.6R	3.1+11.7R	
	6	qa	qf	1564	2581	1535	2533	1512	2495	1494	2465	1479	2440	1466	2418	1455	2401	1446	2385	1437	2372	
		F	2.3+27.3R	2.6+23.4R	2.8+20.5R	2.9+18.2R	3+16.4R	3.1+14.9R	3.2+13.7R	3.2+12.6R	3.3+11.7R	
	8	qa	qf	1398	2307	1388	2290	1329	2193	1329	2192	1285	2120	1288	2126	1254	2069	1259	2078	1231	2031	
		F	2.5+27.3R	2.8+23.4R	2.9+20.5R	3.1+18.2R	3.2+16.4R	3.3+14.9R	3.3+13.7R	3.4+12.6R	3.5+11.7R	
	12	qa	qf	1100	1815	1061	1750	1032	1702	1009	1665	991	1634	976	1610	963	1589	953	1572	944	1557	
		F	2.8+27.3R	3.1+23.4R	3.3+20.5R	3.4+18.2R	3.5+16.4R	3.6+14.9R	3.7+13.6R	3.8+12.6R	3.8+11.7R	
	18	qa	qf	824	1815	825	1361	825	1361	733	1210	743	1225	750	1238	688	1135	698	1152	708	1167	
		F	3.3+27.2R	3.6+23.3R	3.8+20.4R	3.9+18.2R	4+16.3R	4.1+14.8R	4.2+13.6R	4.3+12.6R	4.3+11.7R	
	24	qa	qf	686	1133	706	1166	618	1020	641	1058	577	952	600	990	550	907	571	942	530	875	
		F	3.8+27.2R	4+23.3R	4.2+20.4R	4.4+18.1R	4.5+16.3R	4.6+14.8R	4.7+13.6R	4.8+12.5R	4.8+11.6R	
	36	qa	qf	549	905	588	971	515	849	458	755	495	816	450	742	412	680	444	733	412	680	
		F	4.6+27R	4.9+23.1R	5.1+20.2R	5.3+18R	5.4+16.2R	5.5+14.7R	5.6+13.5R	5.7+12.4R	5.8+11.5R	

22	4	qa	qf	1419	2342	1401	2312	1387	2289	1376	2271	1367	2255	1359	2242	1352	2231	1347	2222	1328	2124	
		F	2.1+43.7R	2.4+37.5R	2.7+32.8R	2.9+29.2R	3.1+26.2R	3.3+23.9R	3.4+21.9R	3.5+20.2R	3.6+18.7R	
	6	qa	qf	1227	2025	1198	1977	1176	1940	1158	1910	1143	1885	1130	1865	1119	1847	1110	1832	1102	1819	
		F	2.3+43.7R	2.7+37.5R	3+32.8R	3.2+29.2R	3.4+26.2R	3.5+23.9R	3.6+21.9R	3.7+20.2R	3.8+18.7R	
	8	qa	qf	1091	1800	1077	1777	1026	1693	1022	1686	984	1624	985	1625	955	1576	958	1581	934	1541	
		F	2.6+43.7R	2.9+37.5R	3.2+32.8R	3.4+29.1R	3.6+26.2R	3.8+23.8R	3.9+21.9R	4+20.2R	4.1+18.7R	
	12	qa	qf	797	1315	767	1266	745	1229	727	1200	713	1177	702	1158	692	1142	684	1129	677	1117	
		F	3+43.7R	3.4+37.4R	3.7+32.7R	3.9+29.1R	4.1+26.2R	4.3+23.8R	4.4+21.8R	4.5+20.1R	4.6+18.7R	
	18	qa	qf	601	1315	599	989	598	987	531	877	537	886	542	894	496	819	503	831	509	841	
		F	3.7+43.6R	4.1+37.3R	4.4+32.7R	4.6+29R	4.8+26.1R	5+23.7R	5.1+21.8R	5.2+20.1R	5.3+18.7R	
	24	qa	qf	504	831	516	851	451	744	466	769	420	692	435	717	399	658	413	682	384	633	
		F	4.3+43.4R	4.7+37.2R	5+32.6R	5.3+28.9R	5.5+26R	5.7+23.7R	5.8+21.7R	5.9+20R	6+18.6R	
	36	qa	qf	406	669	432	712	378	623	336	554	361	595	328	541	301	496	323	533	300	495	
		F	5.4+43.2R	5.9+37R	6.2+32.3R	6.5+28.7R	6.8+25.8R	6.9+23.4R	7.1+21.5R	7.2+19.8R	7.4+18.4R	

Table 52: DG3WxH-36 and DG3WxHF-36 Shear and Flexibility (continued)
36/4		Allowable Shear, qa(plf), Factored Shear, qf(plf)								DG3WxH-36	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)					with DeltaGrip** and Hilti X-EDN19, X-EDNK22 or HSN 24	
			6	7	8	9	10	11	12	13	14	

16	4	qa	qf	1515	2462	1515	2461	1514	2461	1514	2461	1514	2460	1514	2460	1514	2460	1514	2460	1514	2460	
		F	1.7+7.4R	1.8+6.4R	1.8+5.6R	1.9+4.9R	1.9+4.4R	1.9+4R	2+3.7R	2+3.4R	2+3.2R	
	6	qa	qf	1488	2418	1487	2416	1486	2415	1486	2414	1485	2413	1485	2413	1484	2412	1484	2412	1484	2411	
		F	1.8+7.4R	1.9+6.4R	1.9+5.6R	1.9+4.9R	2+4.4R	2+4R	2+3.7R	2+3.4R	2+3.2R	
	8	qa	qf	1455	2364	1459	2371	1451	2358	1455	2365	1449	2354	1453	2360	1447	2352	1451	2357	1446	2350	
		F	1.9+7.4R	1.9+6.3R	2+5.6R	2+4.9R	2+4.4R	2.1+4R	2.1+3.7R	2.1+3.4R	2.1+3.2R	
	12	qa	qf	1378	2240	1373	2231	1369	2225	1366	2220	1363	2215	1361	2212	1359	2209	1358	2206	1356	2204	
		F	2+7.4R	2+6.3R	2.1+5.6R	2.1+4.9R	2.2+4.4R	2.2+4R	2.2+3.7R	2.2+3.4R	2.2+3.2R	
	18	qa	qf	1260	2240	1273	2069	1283	2084	1234	2005	1247	2026	1257	2043	1219	1981	1231	2000	1241	2016	
		F	2.2+7.4R	2.2+6.3R	2.3+5.5R	2.3+4.9R	2.3+4.4R	2.4+4R	2.4+3.7R	2.4+3.4R	2.4+3.2R	
	24	qa	qf	1155	1876	1191	1936	1124	1827	1159	1884	1105	1795	1137	1848	1091	1773	1121	1821	1081	1756	
		F	2.3+7.4R	2.4+6.3R	2.5+5.5R	2.5+4.9R	2.5+4.4R	2.6+4R	2.6+3.7R	2.6+3.4R	2.6+3.2R	

18	4	qa	qf	1213	1972	1213	1971	1212	1970	1212	1970	1212	1969	1212	1969	1212	1969	1212	1969	1211	1969	
		F	2+13.1R	2.1+11.2R	2.2+9.8R	2.2+8.7R	2.3+7.9R	2.3+7.1R	2.4+6.5R	2.4+6R	2.4+5.6R	
	6	qa	qf	1183	1922	1182	1920	1181	1919	1180	1917	1179	1916	1179	1915	1178	1915	1178	1914	1177	1913	
		F	2.1+13.1R	2.2+11.2R	2.3+9.8R	2.3+8.7R	2.4+7.8R	2.4+7.1R	2.5+6.5R	2.5+6R	2.5+5.6R	
	8	qa	qf	1147	1864	1152	1871	1142	1856	1147	1863	1139	1852	1143	1858	1137	1848	1141	1854	1136	1846	
		F	2.2+13.1R	2.3+11.2R	2.4+9.8R	2.4+8.7R	2.5+7.8R	2.5+7.1R	2.6+6.5R	2.6+6R	2.6+5.6R	
	12	qa	qf	1069	1737	1063	1727	1058	1719	1054	1713	1051	1708	1048	1704	1046	1700	1044	1697	1042	1694	
		F	2.4+13.1R	2.5+11.2R	2.6+9.8R	2.6+8.7R	2.7+7.8R	2.7+7.1R	2.8+6.5R	2.8+6R	2.8+5.6R	
	18	qa	qf	959	1737	968	1574	975	1585	929	1510	940	1528	949	1541	913	1484	923	1500	932	1514	
		F	2.6+13R	2.8+11.2R	2.9+9.8R	2.9+8.7R	3+7.8R	3+7.1R	3.1+6.5R	3.1+6R	3.1+5.6R	
	24	qa	qf	867	1409	895	1455	836	1359	864	1404	816	1326	842	1369	802	1303	826	1342	792	1286	
		F	2.9+13R	3+11.2R	3.1+9.8R	3.2+8.7R	3.3+7.8R	3.3+7.1R	3.3+6.5R	3.4+6R	3.4+5.6R	

20	4	qa	qf	899	1462	899	1460	898	1459	898	1459	897	1458	897	1457	897	1457	896	1457	896	1456	
		F	2.2+27.3R	2.4+23.4R	2.6+20.5R	2.7+18.2R	2.8+16.4R	2.9+14.9R	3+13.7R	3.1+12.6R	3.1+11.7R	
	6	qa	qf	863	1403	861	1400	860	1397	858	1395	857	1393	857	1392	856	1391	855	1390	855	1389	
		F	2.3+27.3R	2.6+23.4R	2.8+20.5R	2.9+18.2R	3+16.4R	3.1+14.9R	3.2+13.7R	3.2+12.6R	3.3+11.7R	
	8	qa	qf	824	1339	828	1345	817	1328	821	1334	813	1320	816	1327	810	1316	813	1321	807	1312	
		F	2.5+27.3R	2.8+23.4R	2.9+20.5R	3.1+18.2R	3.2+16.4R	3.3+14.9R	3.3+13.7R	3.4+12.6R	3.5+11.7R	
	12	qa	qf	746	1213	738	1200	732	1190	727	1182	723	1175	720	1169	717	1165	714	1161	712	1157	
		F	2.8+27.3R	3.1+23.4R	3.3+20.5R	3.4+18.2R	3.5+16.4R	3.6+14.9R	3.7+13.6R	3.8+12.6R	3.8+11.7R	
	18	qa	qf	650	1213	655	1065	659	1070	618	1005	625	1016	631	1025	601	976	608	988	614	997	
		F	3.3+27.2R	3.6+23.3R	3.8+20.4R	3.9+18.2R	4+16.3R	4.1+14.9R	4.2+13.6R	4.3+12.6R	4.3+11.7R	
	24	qa	qf	580	942	597	970	549	892	567	922	529	860	547	889	515	838	532	864	505	821	
		F	3.8+27.2R	4+23.3R	4.2+20.4R	4.4+18.1R	4.5+16.3R	4.6+14.8R	4.7+13.6R	4.8+12.5R	4.8+11.6R	

22	4	qa	qf	740	1203	739	1201	738	1200	738	1199	737	1198	737	1197	737	1197	736	1196	736	1196	
		F	2.1+43.7R	2.4+37.5R	2.7+32.8R	2.9+29.2R	3.1+26.2R	3.3+23.9R	3.4+21.9R	3.5+20.2R	3.6+18.7R	
	6	qa	qf	703	1142	700	1138	698	1135	697	1132	696	1130	695	1129	694	1127	693	1126	692	1125	
		F	2.3+43.7R	2.7+37.5R	3+32.8R	3.2+29.2R	3.4+26.2R	3.5+23.9R	3.6+21.9R	3.7+20.2R	3.8+18.7R	
	8	qa	qf	664	1078	667	1083	656	1066	659	1072	651	1058	654	1063	647	1052	651	1058	645	1048	
		F	2.6+43.7R	2.9+37.5R	3.2+32.8R	3.4+29.1R	3.6+26.2R	3.8+23.8R	3.9+21.9R	4+20.2R	4.1+18.7R	
	12	qa	qf	592	962	584	948	577	938	572	929	567	922	564	916	561	911	558	907	556	903	
		F	3+43.7R	3.4+37.4R	3.7+32.7R	3.9+29.1R	4.1+26.2R	4.3+23.8R	4.4+21.8R	4.5+20.1R	4.6+18.7R	
	18	qa	qf	509	962	511	831	513	833	478	777	483	785	487	791	461	749	466	758	471	765	
		F	3.7+43.6R	4.1+37.3R	4.4+32.7R	4.6+29R	4.8+26.1R	5+23.8R	5.1+21.8R	5.2+20.1R	5.3+18.7R	
	24	qa	qf	452	735	464	753	423	688	436	709	405	658	418	679	392	637	404	657	383	622	
		F	4.3+43.5R	4.7+37.2R	5.1+32.6R	5.3+28.9R	5.5+26R	5.7+23.7R	5.8+21.7R	5.9+20R	6+18.6R	

FIGURE 30 – C 0.9-32

C 0.9 -32 PROFILE	32/5, 32/7 & 32/9 ATTACHMENT PATTERNS

TABLE 53 – C 0.9-32 PANEL PROPERTIES

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				
Area	Moment of Inertia	Distance to
N.A. from Bottom	Section Modulus	Radius of Gyration	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag
in2/ft	Ig
in4/ft	yb
in	Sgbot in3/ft	r
in	
26	1.07	0.0195	80	82	0.299	0.028	0.44	0.062	0.306	
24	1.38	0.0254	80	82	0.390	0.036	0.44	0.080	0.306	
22	1.69	0.0314	80	82	0.482	0.045	0.46	0.098	0.305	
20	2.01	0.0374	80	82	0.574	0.053	0.46	0.116	0.305	

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	Effective Moment of Inertia for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae+
in2/ft	Se+
in3/ft	yb
in	Se-
in3/ft	yb
in	Ie+
in4/ft	Ie-
in4/ft	I+
in4/ft	I-
in4/ft	
26	0.285	0.061	0.45	0.060	0.46	0.028	0.028	0.028	0.028	
24	0.390	0.080	0.45	0.080	0.45	0.036	0.036	0.036	0.036	
22	0.482	0.098	0.46	0.098	0.46	0.045	0.045	0.045	0.045	
20	0.574	0.116	0.45	0.116	0.45	0.053	0.053	0.053	0.053	

TABLE 54 – C 0.9 -32 AVAILABLE REACTION CAPACITY AT SUPPORTS (plf) BASED ON WEB CRIPPLING
Reactions at Supports (plf) Based on Web Crippling	

Gage	
Condition	Bearing Length of Webs	
		Allowable	Factored	
		1.5"	1.5"	

26	End	551.4	883	
	Interior	770.1	1233.0	

24	End	584.8	936.1	
	Interior	952.6	1525.5	

22	End	906.1	1450.7	
	Interior	1523.5	2439	

20	End	1211.0	1940	
	Interior	2233.7	3576	

TABLE 55 – C 0.9-32 OUT-OF-PLANE CAPACITIES INWARD ALLOWABLE (FB/Ω) AND FACTORED (ΦFB) DISTRIBUTED LOAD (LBF/FT2)
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			3'- 0"	3'- 6"	4'- 0"	4'- 6"	5'- 0"	5'- 6"	6'- 0"	6'- 6"	7'- 0"	7'- 6"	8'- 0"	

26	

SS	fb / Ω	163	120	92	73	59	49	41	35	30	26	23	
		Φ fb	245	180	138	109	88	73	61	52	45	39	34	
		L/360	46	29	19	13	10	7	6	4	4	3	2	
		L/240	68	43	29	20	15	11	9	7	5	4	4	
		L/180	91	57	38	27	20	15	11	9	7	6	5	
		L/120	137	86	58	40	30	22	17	13	11	9	7	

DS	fb / Ω	158	116	89	70	57	47	40	34	29	25	22	
		Φ fb	238	175	134	106	86	71	60	51	44	38	33	
		L/360	110	69	46	32	24	18	14	11	9	7	6	
		L/240	-	104	69	49	36	27	21	16	13	11	9	
		L/180	-	-	-	65	47	36	27	22	17	14	12	
		L/120	-	-	-	-	-	-	-	32	26	21	17	

TS	fb / Ω	198	146	111	88	71	59	50	42	36	32	28	
		Φ fb	298	219	167	132	107	89	74	63	55	48	42	
		L/360	100	63	42	30	22	16	13	10	8	6	5	
		L/240	151	95	64	45	33	24	19	15	12	10	8	
		L/180	-	127	85	60	43	33	25	20	16	13	11	
		L/120	-	-	-	-	65	49	38	30	24	19	16	

24	

SS	fb / Ω	213	156	120	95	77	63	53	45	39	34	30	
		Φ fb	320	235	180	142	115	95	80	68	59	51	45	
		L/360	59	37	25	17	13	10	7	6	5	4	3	
		L/240	88	56	37	26	19	14	11	9	7	6	5	
		L/180	118	74	50	35	25	19	15	12	9	8	6	
		L/120	177	111	75	52	38	29	22	17	14	11	9	

DS	fb / Ω	213	156	120	95	77	63	53	45	39	34	30	
		Φ fb	320	235	180	142	115	95	80	68	59	51	45	
		L/360	142	89	60	42	31	23	18	14	11	9	7	
		L/240	213	134	90	63	46	35	27	21	17	14	11	
		L/180	-	-	120	84	61	46	35	28	22	18	15	
		L/120	-	-	-	-	-	-	53	42	33	27	22	

TS	fb / Ω	266	196	150	118	96	79	67	57	49	43	37	
		Φ fb	400	294	225	178	144	119	100	85	73	64	56	
		L/360	130	82	55	39	28	21	16	13	10	8	7	
		L/240	195	123	82	58	42	32	24	19	15	12	10	
		L/180	260	164	110	77	56	42	32	26	20	17	14	
		L/120	-	-	-	116	84	63	49	38	31	25	21	

TABLE 55 – C 0.9 -32 OUT-OF-PLANE CAPACITIES CONTINUED…
INWARD ALLOWABLE (FB/Ω) AND FACTORED (ΦFB) DISTRIBUTED LOAD (LBF/FT2)
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	5' - 6"	6' - 0"	6' - 6"	7' - 0"	7' - 6"	8' - 0"	

22	

SS	fb / Ω	261	192	147	116	94	78	65	56	48	42	37	
		Φ fb	393	288	221	174	141	117	98	84	72	63	55	
		L/360	73	46	31	22	16	12	9	7	6	5	4	
		L/240	109	69	46	32	24	18	14	11	9	7	6	
		L/180	146	92	61	43	31	24	18	14	11	9	8	
		L/120	219	138	92	65	47	35	27	21	17	14	12	

DS	fb / Ω	261	192	147	116	94	78	65	56	48	42	37	
		Φ fb	393	288	221	174	141	117	98	84	72	63	55	
		L/360	175	110	74	52	38	28	22	17	14	11	9	
		L/240	-	166	111	78	57	43	33	26	21	17	14	
		L/180	-	-	-	104	76	57	44	35	28	22	19	
		L/120	-	-	-	-	-	-	-	52	41	34	28	

TS	fb / Ω	326	240	184	145	118	97	82	70	60	52	46	
		Φ fb	491	361	276	218	177	146	123	105	90	79	69	
		L/360	161	101	68	48	35	26	20	16	13	10	8	
		L/240	241	152	102	71	52	39	30	24	19	15	13	
		L/180	322	202	136	95	69	52	40	32	25	21	17	
		L/120	-	-	-	143	104	78	60	47	38	31	25	

20	

SS	fb / Ω	309	227	174	137	111	92	77	66	57	49	43	
		Φ fb	464	341	261	206	167	138	116	99	85	74	65	
		L/360	85	54	36	25	18	14	11	8	7	5	4	
		L/240	127	80	54	38	28	21	16	13	10	8	7	
		L/180	170	107	72	50	37	28	21	17	13	11	9	
		L/120	255	161	108	76	55	41	32	25	20	16	13	

DS	fb / Ω	309	227	174	137	111	92	77	66	57	49	43	
		Φ fb	464	341	261	206	167	138	116	99	85	74	65	
		L/360	205	129	86	61	44	33	26	20	16	13	11	
		L/240	307	193	130	91	66	50	38	30	24	20	16	
		L/180	-	-	173	121	88	66	51	40	32	26	22	
		L/120	-	-	-	-	-	-	77	60	48	39	32	

TS	fb / Ω	386	283	217	171	139	115	96	82	71	62	54	
		Φ fb	580	426	326	258	209	173	145	124	107	93	82	
		L/360	188	118	79	56	41	30	23	18	15	12	10	
		L/240	281	177	119	83	61	46	35	28	22	18	15	
		L/180	375	236	158	111	81	61	47	37	30	24	20	
		L/120	-	-	-	167	122	91	70	55	44	36	30	

TABLE 56 – C 0.9-32 DIAPHRAGM SHEAR CAPACITY TABLE
32/5		Allowable Shear, qa(plf), Factored Shear, qf(plf)	C 0.9 -32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with #10 SD HWH Screw and #12 SD HWH Screw	
			1	1.5	2	2.5	3	3.5	4	5	6	

26	4	qa	qf	633	1028	625	1016	607	986	606	985	594	965	596	968	587	953	542	867	376	602	
		F	-10.5+300R	-4.2+199.9R	-1.1+149.8R	0.8+119.8R	2.1+99.8R	3+85.5R	3.7+74.8R	4.7+59.9R	5.3+49.9R	
	6	qa	qf	610	991	582	947	564	916	550	894	540	877	532	864	525	853	516	838	376	602	
		F	-10.1+299.8R	-3.7+199.7R	-0.4+149.6R	1.6+119.6R	2.9+99.6R	3.9+85.3R	4.6+74.6R	5.6+59.6R	6.3+49.7R	
	8	qa	qf	610	991	582	947	529	859	519	843	512	831	506	823	474	771	473	769	376	602	
		F	-9.8+299.7R	-3.3+199.5R	0.1+149.4R	2.2+119.3R	3.6+99.3R	4.6+85.1R	5.4+74.4R	6.5+59.4R	7.3+49.4R	
	12	qa	qf	569	924	544	884	480	780	478	776	432	701	437	711	402	654	383	623	370	601	
		F	-9.5+299.5R	-2.7+199.1R	0.9+149R	3.1+118.9R	4.7+98.9R	5.8+84.6R	6.7+73.9R	8+58.9R	8.9+48.9R	
	18	qa	qf	569	924	483	785	480	780	423	688	375	610	391	636	356	579	344	559	299	485	
		F	-9.2+299.3R	-2.2+198.8R	1.6+148.6R	4.1+118.4R	5.8+98.3R	7.2+83.9R	8.2+73.2R	9.8+58.2R	10.9+48.2R	
	24	qa	qf	569	924	483	785	410	666	423	688	375	610	335	545	302	491	300	488	258	419	
		F	-9+299.2R	-1.9+198.6R	2.1+148.3R	4.7+118R	6.7+97.9R	8.1+83.4R	9.3+72.6R	11.1+57.5R	12.5+47.5R	
	36	qa	qf	569	924	483	785	410	666	352	571	306	497	335	545	302	491	251	407	213	347	
		F	-8.8+299R	-1.5+198.4R	2.7+147.9R	5.6+117.5R	7.7+97.2R	9.4+82.7R	10.8+71.8R	13.1+56.5R	14.8+46.4R	

24	4	qa	qf	824	1339	814	1323	790	1284	790	1283	774	1258	776	1261	764	1242	758	1231	551	881	
		F	-3.4+154.8R	0+103.1R	1.6+77.2R	2.7+61.8R	3.3+51.4R	3.8+44.1R	4.2+38.5R	4.7+30.8R	5.1+25.7R	
	6	qa	qf	794	1290	759	1233	734	1193	716	1164	703	1142	692	1125	684	1112	672	1091	551	881	
		F	-3+154.6R	0.4+102.9R	2.2+77R	3.3+61.5R	4.1+51.2R	4.6+43.9R	5+38.3R	5.6+30.6R	6+25.5R	
	8	qa	qf	794	1290	759	1233	689	1119	676	1098	666	1083	659	1072	618	1004	617	1002	551	881	
		F	-2.8+154.5R	0.8+102.7R	2.7+76.8R	3.9+61.3R	4.7+51R	5.3+43.6R	5.7+38.1R	6.4+30.4R	6.8+25.3R	
	12	qa	qf	741	1204	708	1151	625	1016	622	1011	562	913	570	926	524	852	499	811	481	782	
		F	-2.5+154.3R	1.3+102.4R	3.4+76.5R	4.7+60.9R	5.6+50.6R	6.3+43.2R	6.9+37.7R	7.7+30R	8.3+24.9R	
	18	qa	qf	741	1204	629	1023	625	1016	551	896	489	794	510	828	464	754	448	729	389	632	
		F	-2.2+154.1R	1.8+102.2R	4+76.1R	5.5+60.5R	6.6+50.1R	7.5+42.7R	8.2+37.1R	9.2+29.3R	10+24.2R	
	24	qa	qf	741	1204	629	1023	534	868	551	896	489	794	437	710	394	639	391	635	336	546	
		F	-2.1+154R	2.1+102R	4.5+75.9R	6.1+60.2R	7.4+49.7R	8.3+42.2R	9.1+36.6R	10.4+28.8R	11.4+23.6R	
	36	qa	qf	741	1204	629	1023	534	868	458	744	398	647	437	710	394	639	326	531	278	451	
		F	-1.9+153.9R	2.4+101.8R	5+75.5R	6.8+59.7R	8.3+49.2R	9.5+41.6R	10.5+35.9R	12.1+27.9R	13.4+22.6R	

Originally Issued: 06/24/2010	Revised: 06/27/2019	Valid Through: 06/30/2020

TABLE 56 – C 0.9-32 DIAPHRAGM SHEAR CAPACITY TABLE CONTINUED...
32/5		Allowable Shear, qa(plf), Factored Shear, qf(plf)	C 0.9 -32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with #10 SD HWH Screw and #12 SD HWH Screw	
			1	1.5	2	2.5	3	3.5	4	5	6	

26	4	qa	qf	633	1028	625	1016	607	986	606	985	594	965	596	968	587	953	542	867	376	602	
		F	-10.5+300R	-4.2+199.9R	-1.1+149.8R	0.8+119.8R	2.1+99.8R	3+85.5R	3.7+74.8R	4.7+59.9R	5.3+49.9R	
	6	qa	qf	610	991	582	947	564	916	550	894	540	877	532	864	525	853	516	838	376	602	
		F	-10.1+299.8R	-3.7+199.7R	-0.4+149.6R	1.6+119.6R	2.9+99.6R	3.9+85.3R	4.6+74.6R	5.6+59.6R	6.3+49.7R	
	8	qa	qf	610	991	582	947	529	859	519	843	512	831	506	823	474	771	473	769	376	602	
		F	-9.8+299.7R	-3.3+199.5R	0.1+149.4R	2.2+119.3R	3.6+99.3R	4.6+85.1R	5.4+74.4R	6.5+59.4R	7.3+49.4R	
	12	qa	qf	569	924	544	884	480	780	478	776	432	701	437	711	402	654	383	623	370	601	
		F	-9.5+299.5R	-2.7+199.1R	0.9+149R	3.1+118.9R	4.7+98.9R	5.8+84.6R	6.7+73.9R	8+58.9R	8.9+48.9R	
	18	qa	qf	569	924	483	785	480	780	423	688	375	610	391	636	356	579	344	559	299	485	
		F	-9.2+299.3R	-2.2+198.8R	1.6+148.6R	4.1+118.4R	5.8+98.3R	7.2+83.9R	8.2+73.2R	9.8+58.2R	10.9+48.2R	
	24	qa	qf	569	924	483	785	410	666	423	688	375	610	335	545	302	491	300	488	258	419	
		F	-9+299.2R	-1.9+198.6R	2.1+148.3R	4.7+118R	6.7+97.9R	8.1+83.4R	9.3+72.6R	11.1+57.5R	12.5+47.5R	
	36	qa	qf	569	924	483	785	410	666	352	571	306	497	335	545	302	491	251	407	213	347	
		F	-8.8+299R	-1.5+198.4R	2.7+147.9R	5.6+117.5R	7.7+97.2R	9.4+82.7R	10.8+71.8R	13.1+56.5R	14.8+46.4R	

24	4	qa	qf	824	1339	814	1323	790	1284	790	1283	774	1258	776	1261	764	1242	758	1231	551	881	
		F	-3.4+154.8R	0+103.1R	1.6+77.2R	2.7+61.8R	3.3+51.4R	3.8+44.1R	4.2+38.5R	4.7+30.8R	5.1+25.7R	
	6	qa	qf	794	1290	759	1233	734	1193	716	1164	703	1142	692	1125	684	1112	672	1091	551	881	
		F	-3+154.6R	0.4+102.9R	2.2+77R	3.3+61.5R	4.1+51.2R	4.6+43.9R	5+38.3R	5.6+30.6R	6+25.5R	
	8	qa	qf	794	1290	759	1233	689	1119	676	1098	666	1083	659	1072	618	1004	617	1002	551	881	
		F	-2.8+154.5R	0.8+102.7R	2.7+76.8R	3.9+61.3R	4.7+51R	5.3+43.6R	5.7+38.1R	6.4+30.4R	6.8+25.3R	
	12	qa	qf	741	1204	708	1151	625	1016	622	1011	562	913	570	926	524	852	499	811	481	782	
		F	-2.5+154.3R	1.3+102.4R	3.4+76.5R	4.7+60.9R	5.6+50.6R	6.3+43.2R	6.9+37.7R	7.7+30R	8.3+24.9R	
	18	qa	qf	741	1204	629	1023	625	1016	551	896	489	794	510	828	464	754	448	729	389	632	
		F	-2.2+154.1R	1.8+102.2R	4+76.1R	5.5+60.5R	6.6+50.1R	7.5+42.7R	8.2+37.1R	9.2+29.3R	10+24.2R	
	24	qa	qf	741	1204	629	1023	534	868	551	896	489	794	437	710	394	639	391	635	336	546	
		F	-2.1+154R	2.1+102R	4.5+75.9R	6.1+60.2R	7.4+49.7R	8.3+42.2R	9.1+36.6R	10.4+28.8R	11.4+23.6R	
	36	qa	qf	741	1204	629	1023	534	868	458	744	398	647	437	710	394	639	326	531	278	451	
		F	-1.9+153.9R	2.4+101.8R	5+75.5R	6.8+59.7R	8.3+49.2R	9.5+41.6R	10.5+35.9R	12.1+27.9R	13.4+22.6R	

Originally Issued: 02/03/2014	Revised: 06/27/2019	Valid Through: 02/28/2019

TABLE 56 – C 0.9-32 DIAPHRAGM SHEAR CAPACITY TABLE CONTINUED...
32/9		Allowable Shear, qa(plf), Factored Shear, qf(plf)	C 0.9 -32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with #10 SD HWH Screw and #12 SD HWH Screw	
			1	1.5	2	2.5	3	3.5	4	5	6	

26	4	qa	qf	1056	1717	1016	1652	955	1552	943	1533	904	1469	902	1466	847	1355	542	867	376	602	
		F	-10.9+300R	-4.6+199.9R	-1.4+149.8R	0.5+119.8R	1.8+99.8R	2.8+85.5R	3.5+74.8R	4.5+59.8R	5.1+49.8R	
	6	qa	qf	1004	1632	917	1490	856	1391	813	1321	780	1268	756	1228	736	1196	542	867	376	602	
		F	-10.6+299.9R	-4.2+199.7R	-1+149.6R	1.1+119.5R	2.4+99.5R	3.4+85.2R	4.2+74.5R	5.3+59.5R	6+49.5R	
	8	qa	qf	1004	1632	917	1490	790	1284	754	1225	727	1182	708	1150	645	1048	542	867	376	602	
		F	-10.5+299.8R	-4+199.6R	-0.6+149.4R	1.5+119.3R	2.9+99.3R	4+85R	4.8+74.3R	6+59.3R	6.8+49.3R	
	12	qa	qf	929	1509	844	1371	710	1154	685	1113	600	975	596	968	536	872	495	805	376	602	
		F	-10.3+299.7R	-3.7+199.4R	-0.2+149.2R	2+119R	3.6+98.9R	4.8+84.6R	5.7+73.8R	7+58.8R	8+48.8R	
	18	qa	qf	929	1509	749	1217	710	1154	605	984	524	852	531	863	475	772	445	722	376	602	
		F	-10.2+299.6R	-3.5+199.2R	0.2+148.9R	2.6+118.7R	4.3+98.6R	5.6+84.2R	6.6+73.4R	8.2+58.2R	9.3+48.2R	
	24	qa	qf	929	1509	749	1217	614	997	605	984	524	852	461	749	410	666	391	635	331	538	
		F	-10.1+299.6R	-3.3+199.1R	0.4+148.8R	2.9+118.5R	4.7+98.3R	6.1+83.9R	7.2+73R	9+57.8R	10.3+47.7R	
	36	qa	qf	929	1509	749	1217	614	997	515	836	441	716	461	749	410	666	335	544	282	458	
		F	-10+299.5R	-3.1+199R	0.7+148.6R	3.3+118.3R	5.2+98R	6.7+83.5R	8+72.5R	10+57.2R	11.6+46.9R	

24	4	qa	qf	1376	2236	1324	2152	1244	2021	1229	1997	1177	1913	1175	1909	1138	1849	793	1269	551	881	
		F	-3.7+154.8R	-0.3+103.1R	1.4+77.2R	2.4+61.7R	3.1+51.4R	3.6+44R	4+38.5R	4.6+30.7R	4.9+25.6R	
	6	qa	qf	1308	2126	1194	1940	1115	1812	1059	1720	1017	1652	984	1599	959	1558	793	1269	551	881	
		F	-3.5+154.7R	0+102.9R	1.8+77R	2.9+61.5R	3.7+51.2R	4.2+43.8R	4.7+38.3R	5.3+30.5R	5.7+25.4R	
	8	qa	qf	1308	2126	1194	1940	1029	1672	982	1595	948	1540	922	1498	840	1365	793	1269	551	881	
		F	-3.4+154.6R	0.2+102.8R	2+76.9R	3.2+61.3R	4.1+51R	4.7+43.6R	5.2+38R	5.9+30.3R	6.4+25.2R	
	12	qa	qf	1210	1966	1099	1786	925	1503	892	1450	781	1270	776	1261	699	1135	645	1049	551	881	
		F	-3.2+154.5R	0.4+102.6R	2.4+76.7R	3.7+61.1R	4.7+50.7R	5.4+43.2R	6+37.7R	6.8+29.9R	7.4+24.7R	
	18	qa	qf	1210	1966	976	1586	925	1503	789	1282	683	1110	692	1124	619	1006	579	941	492	800	
		F	-3.1+154.5R	0.6+102.5R	2.8+76.5R	4.2+60.8R	5.2+50.3R	6.1+42.9R	6.8+37.3R	7.8+29.4R	8.6+24.2R	
	24	qa	qf	1210	1966	976	1586	799	1299	789	1282	683	1110	600	975	534	868	509	827	431	700	
		F	-3+154.4R	0.8+102.4R	3+76.3R	4.5+60.6R	5.6+50.1R	6.5+42.6R	7.3+37R	8.5+29R	9.5+23.7R	
	36	qa	qf	1210	1966	976	1586	799	1299	670	1089	574	933	600	975	534	868	436	708	367	597	
		F	-3+154.4R	0.9+102.3R	3.2+76.2R	4.8+60.4R	6.1+49.8R	7.1+42.3R	8+36.5R	9.4+28.5R	10.6+23.1R	

Number:	161

Originally Issued: 02/03/2014	Revised: 05/10/2018

Valid Through: 02/28/2019

TABLE 56 – C 0.9-32 DIAPHRAGM SHEAR CAPACITY TABLE CONTINUED...
32/9		Allowable Shear, qa(plf), Factored Shear, qf(plf)	C 0.9 -32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with #10 SD HWH Screw and #12 SD HWH Screw	
			1	1.5	2	2.5	3	3.5	4	5	6	

22	4	qa	qf	1701	2764	1637	2660	1538	2499	1519	2468	1455	2365	1452	2360	1407	2286	1077	1723	748	1196	
		F	-0.8+91R	1.2+60.5R	2.3+45.3R	2.9+36.2R	3.4+30.1R	3.7+25.8R	3.9+22.5R	4.3+18R	4.5+15R	
	6	qa	qf	1617	2628	1476	2399	1378	2240	1309	2127	1257	2042	1217	1977	1185	1926	1077	1723	748	1196	
		F	-0.7+90.9R	1.5+60.4R	2.6+45.2R	3.3+36R	3.8+29.9R	4.2+25.6R	4.5+22.3R	4.9+17.8R	5.2+14.8R	
	8	qa	qf	1617	2628	1476	2399	1272	2067	1214	1972	1171	1904	1140	1852	1038	1687	1016	1650	748	1196	
		F	-0.6+90.8R	1.7+60.3R	2.9+45R	3.7+35.9R	4.2+29.8R	4.6+25.4R	5+22.2R	5.5+17.6R	5.8+14.6R	
	12	qa	qf	1496	2430	1359	2208	1143	1858	1103	1792	966	1570	959	1559	864	1403	798	1296	748	1196	
		F	-0.4+90.7R	1.9+60.2R	3.2+44.8R	4.1+35.6R	4.8+29.5R	5.3+25.1R	5.7+21.8R	6.3+17.2R	6.8+14.2R	
	18	qa	qf	1496	2430	1206	1960	1143	1858	975	1584	844	1372	855	1390	765	1244	716	1163	609	989	
		F	-0.3+90.7R	2.1+60R	3.5+44.6R	4.5+35.4R	5.3+29.2R	5.9+24.8R	6.4+21.5R	7.2+16.8R	7.8+13.7R	
	24	qa	qf	1496	2430	1206	1960	988	1606	975	1584	844	1372	742	1205	660	1072	629	1023	533	866	
		F	-0.3+90.6R	2.2+60R	3.7+44.5R	4.8+35.2R	5.6+29R	6.3+24.5R	6.9+21.2R	7.8+16.5R	8.6+13.3R	
	36	qa	qf	1496	2430	1206	1960	988	1606	829	1347	710	1153	742	1205	660	1072	539	876	454	738	
		F	-0.2+90.6R	2.3+59.9R	3.9+44.4R	5.1+35R	6+28.7R	6.8+24.2R	7.5+20.8R	8.6+16R	9.6+12.7R	

20	4	qa	qf	1983	3223	1912	3107	1793	2913	1777	2887	1702	2765	1703	2767	1649	2680	1447	2314	1005	1607	
		F	0.5+58.6R	1.9+38.9R	2.6+29.1R	3.1+23.2R	3.4+19.3R	3.6+16.5R	3.8+14.4R	4+11.5R	4.2+9.6R	
	6	qa	qf	1864	3029	1696	2756	1585	2575	1507	2449	1450	2356	1407	2286	1373	2231	1323	2150	1005	1607	
		F	0.7+58.5R	2.2+38.7R	3+28.9R	3.5+23R	3.9+19.1R	4.1+16.3R	4.3+14.2R	4.6+11.3R	4.8+9.3R	
	8	qa	qf	1864	3029	1696	2756	1446	2349	1385	2251	1342	2181	1310	2129	1190	1934	1172	1904	1005	1607	
		F	0.8+58.4R	2.4+38.6R	3.3+28.7R	3.8+22.8R	4.2+18.9R	4.6+16.1R	4.8+14R	5.2+11R	5.4+9.1R	
	12	qa	qf	1690	2747	1538	2499	1278	2077	1244	2021	1083	1761	1085	1763	974	1583	904	1470	856	1392	
		F	1+58.3R	2.7+38.4R	3.6+28.5R	4.3+22.5R	4.8+18.5R	5.2+15.7R	5.6+13.6R	6+10.6R	6.4+8.7R	
	18	qa	qf	1690	2747	1333	2165	1278	2077	1081	1757	931	1513	956	1553	853	1386	804	1307	682	1109	
		F	1.1+58.2R	2.9+38.3R	4+28.2R	4.8+22.2R	5.4+18.1R	5.9+15.3R	6.3+13.1R	7+10.1R	7.5+8R	
	24	qa	qf	1690	2747	1333	2165	1077	1751	1081	1757	931	1513	815	1325	723	1176	699	1136	590	959	
		F	1.2+58.1R	3+38.2R	4.2+28.1R	5.1+22R	5.8+17.9R	6.4+14.9R	6.9+12.7R	7.7+9.6R	8.4+7.6R	
	36	qa	qf	1690	2747	1333	2165	1077	1751	896	1456	764	1241	815	1325	723	1176	589	957	495	805	
		F	1.3+58.1R	3.2+38R	4.4+27.9R	5.4+21.7R	6.2+17.6R	6.9+14.5R	7.5+12.2R	8.6+9R	9.5+6.8R	

TABLE 56 - C 0.9-32 DIAPHRAGM SHEAR CAPACITY TABLE CONTINUED…
32/7		Allowable Shear, qa(plf), Factored Shear, qf(plf)	C 0.9 -32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with #10 SD HWH Screw and #12 SD HWH Screw	
			1	1.5	2	2.5	3	3.5	4	5	6	

26	4	qa	qf	837	1360	818	1330	780	1267	778	1264	753	1223	755	1227	737	1198	542	867	376	602	
		F	-10.6+300R	-4.4+199.9R	-1.2+149.8R	0.7+119.8R	2+99.8R	2.9+85.5R	3.6+74.8R	4.6+59.8R	5.3+49.8R	
	6	qa	qf	790	1284	735	1195	699	1136	673	1094	654	1063	640	1040	629	1022	542	867	376	602	
		F	-10.3+299.9R	-3.9+199.7R	-0.6+149.6R	1.4+119.6R	2.8+99.5R	3.7+85.3R	4.5+74.6R	5.5+59.6R	6.2+49.6R	
	8	qa	qf	790	1284	735	1195	640	1041	622	1011	609	990	599	974	550	894	542	867	376	602	
		F	-10.1+299.7R	-3.5+199.5R	-0.2+149.4R	1.9+119.3R	3.4+99.3R	4.4+85R	5.2+74.3R	6.4+59.3R	7.1+49.4R	
	12	qa	qf	716	1163	668	1086	565	919	559	909	493	800	499	811	451	733	425	690	376	602	
		F	-9.8+299.6R	-3.1+199.2R	0.5+149R	2.7+118.9R	4.3+98.9R	5.5+84.6R	6.4+73.8R	7.7+58.8R	8.6+48.9R	
	18	qa	qf	716	1163	575	934	565	919	484	786	420	682	438	712	393	638	376	611	321	522	
		F	-9.6+299.4R	-2.7+199R	1.1+148.7R	3.5+118.5R	5.3+98.4R	6.6+84R	7.7+73.2R	9.2+58.2R	10.4+48.2R	
	24	qa	qf	716	1163	575	934	470	764	484	786	420	682	369	600	329	535	324	527	275	447	
		F	-9.4+299.3R	-2.4+198.8R	1.5+148.5R	4.1+118.2R	5.9+98R	7.4+83.6R	8.6+72.7R	10.4+57.6R	11.7+47.5R	
	36	qa	qf	716	1163	575	934	470	764	393	639	337	547	369	600	329	535	269	437	227	369	
		F	-9.3+299.2R	-2.1+198.6R	2+148.2R	4.7+117.8R	6.8+97.5R	8.4+83R	9.8+72R	12+56.7R	13.7+46.5R	

24	4	qa	qf	1090	1771	1066	1732	1016	1651	1013	1646	981	1593	984	1598	960	1560	793	1269	551	881	
		F	-3.5+154.8R	-0.1+103.1R	1.6+77.2R	2.6+61.7R	3.3+51.4R	3.8+44R	4.2+38.5R	4.7+30.8R	5+25.7R	
	6	qa	qf	1029	1673	958	1556	910	1479	877	1425	852	1385	834	1355	819	1331	793	1269	551	881	
		F	-3.2+154.6R	0.3+102.9R	2.1+77R	3.2+61.5R	3.9+51.2R	4.5+43.8R	4.9+38.3R	5.5+30.6R	5.9+25.5R	
	8	qa	qf	1029	1673	958	1556	834	1355	810	1316	793	1289	781	1269	717	1165	713	1158	551	881	
		F	-3+154.5R	0.6+102.7R	2.5+76.8R	3.6+61.3R	4.5+51R	5.1+43.6R	5.5+38.1R	6.2+30.4R	6.7+25.2R	
	12	qa	qf	932	1515	871	1415	736	1197	729	1184	642	1043	650	1056	588	955	553	899	529	860	
		F	-2.8+154.4R	1+102.5R	3+76.5R	4.4+61R	5.3+50.6R	6+43.2R	6.6+37.7R	7.4+29.9R	8+24.8R	
	18	qa	qf	932	1515	749	1217	736	1197	630	1024	547	888	570	927	512	832	490	796	418	680	
		F	-2.6+154.3R	1.3+102.3R	3.6+76.2R	5+60.6R	6.1+50.2R	7+42.7R	7.7+37.1R	8.8+29.3R	9.5+24.2R	
	24	qa	qf	932	1515	749	1217	612	995	630	1024	547	888	481	782	428	696	422	686	358	582	
		F	-2.4+154.2R	1.6+102.1R	3.9+76R	5.5+60.3R	6.7+49.8R	7.7+42.3R	8.5+36.7R	9.8+28.8R	10.7+23.6R	
	36	qa	qf	932	1515	749	1217	612	995	512	833	438	712	481	782	428	696	350	569	296	480	
		F	-2.3+154.1R	1.8+102R	4.3+75.8R	6.1+60R	7.5+49.4R	8.6+41.8R	9.6+36.1R	11.2+28.1R	12.4+22.7R	

TABLE 56 - C 0.9-32 DIAPHRAGM SHEAR CAPACITY TABLE CONTINUED...
32/7		Allowable Shear, qa(plf), Factored Shear, qf(plf)	C 0.9 -32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)	
with #10 SD HWH Screw and #12 SD HWH Screw	
			1	1.5	2	2.5	3	3.5	4	5	6	

22	4	qa	qf	1347	2189	1318	2141	1256	2041	1252	2035	1212	1970	1216	1976	1187	1929	1077	1723	748	1196	
		F	-0.6+91R	1.4+60.5R	2.4+45.3R	3.1+36.2R	3.5+30.2R	3.8+25.8R	4.1+22.6R	4.4+18.1R	4.6+15R	
	6	qa	qf	1272	2068	1184	1924	1125	1829	1084	1762	1054	1712	1031	1675	1012	1645	985	1601	748	1196	
		F	-0.4+90.8R	1.8+60.4R	2.9+45.2R	3.6+36R	4.1+30R	4.5+25.6R	4.7+22.4R	5.1+17.9R	5.4+14.9R	
	8	qa	qf	1272	2068	1184	1924	1031	1676	1002	1627	981	1593	965	1568	886	1440	881	1432	748	1196	
		F	-0.2+90.7R	2+60.2R	3.2+45R	4+35.9R	4.6+29.8R	5+25.4R	5.3+22.2R	5.8+17.7R	6.1+14.7R	
	12	qa	qf	1153	1873	1076	1749	910	1479	901	1464	793	1289	803	1305	726	1180	684	1111	654	1063	
		F	0+90.6R	2.4+60R	3.8+44.7R	4.7+35.5R	5.3+29.4R	5.8+25.1R	6.2+21.8R	6.8+17.3R	7.3+14.3R	
	18	qa	qf	1153	1873	926	1504	910	1479	779	1265	676	1098	705	1146	633	1028	606	984	517	841	
		F	0.2+90.5R	2.7+59.8R	4.2+44.4R	5.3+35.2R	6.1+29R	6.7+24.6R	7.2+21.3R	8+16.7R	8.7+13.7R	
	24	qa	qf	1153	1873	926	1504	757	1229	779	1265	676	1098	595	966	530	861	522	849	443	720	
		F	0.3+90.4R	2.9+59.7R	4.5+44.3R	5.7+35R	6.6+28.7R	7.3+24.3R	8+21R	8.9+16.3R	9.7+13.2R	
	36	qa	qf	1153	1873	926	1504	757	1229	633	1029	542	881	595	966	530	861	433	704	365	594	
		F	0.4+90.3R	3.2+59.5R	4.9+44R	6.2+34.6R	7.3+28.3R	8.1+23.8R	8.9+20.4R	10.2+15.6R	11.2+12.4R	

20	4	qa	qf	1605	2608	1570	2551	1496	2430	1491	2424	1444	2346	1448	2354	1414	2298	1395	2266	1005	1607	
		F	0.6+58.7R	2+39R	2.7+29.2R	3.1+23.3R	3.4+19.4R	3.6+16.6R	3.8+14.5R	4+11.6R	4.2+9.7R	
	6	qa	qf	1516	2463	1410	2292	1340	2178	1291	2098	1255	2040	1228	1995	1206	1959	1174	1907	1005	1607	
		F	0.8+58.5R	2.3+38.9R	3.1+29R	3.6+23.1R	4+19.2R	4.2+16.4R	4.4+14.3R	4.7+11.4R	4.9+9.5R	
	8	qa	qf	1516	2463	1410	2292	1228	1996	1193	1938	1168	1898	1150	1868	1056	1715	1050	1706	986	1603	
		F	1+58.5R	2.6+38.7R	3.4+28.9R	4+23R	4.4+19R	4.7+16.3R	4.9+14.2R	5.3+11.3R	5.5+9.3R	
	12	qa	qf	1373	2231	1282	2083	1084	1762	1073	1743	945	1535	957	1555	865	1406	814	1323	779	1266	
		F	1.2+58.3R	2.9+38.5R	3.9+28.6R	4.6+22.7R	5.1+18.7R	5.5+15.9R	5.8+13.8R	6.3+10.9R	6.6+9R	
	18	qa	qf	1373	2231	1103	1792	1084	1762	928	1507	805	1308	840	1365	754	1225	722	1173	616	1001	
		F	1.4+58.2R	3.2+38.4R	4.3+28.4R	5.2+22.4R	5.8+18.4R	6.3+15.5R	6.7+13.4R	7.4+10.4R	7.9+8.4R	
	24	qa	qf	1373	2231	1103	1792	901	1464	928	1507	805	1308	708	1151	631	1025	622	1011	528	857	
		F	1.5+58.2R	3.4+38.2R	4.6+28.2R	5.5+22.2R	6.3+18.1R	6.9+15.2R	7.4+13R	8.2+10R	8.9+8R	
	36	qa	qf	1373	2231	1103	1792	901	1464	754	1226	646	1049	708	1151	631	1025	516	838	435	707	
		F	1.6+58.1R	3.6+38.1R	5+28R	6+21.9R	6.9+17.7R	7.6+14.8R	8.3+12.5R	9.4+9.4R	10.3+7.3R	

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

FIGURE 31 – C 1.4-32

C 1.4 -32 PROFILE	32/4 & 32/7 ATTACHMENT PATTERNS

Gauge	Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
				Moment of	Distance to		Section	Radius of Area	Inertia		N.A. from	Modulus		Gyration
Bottom	
w
psf	t
in	Fy
ksi	Fu
ksi	Ag		Ig	yb	Sgbot		r in2/ft	in4/ft	in	in3/ft	in	
26	1.07	0.0195	80	82		
24	1.38	0.0254	80	82		
22	1.69	0.0314	80	82		
20	2.01	0.0374	80	82		
18	2.56	0.048	40	55		

						
						
	0.302	0.079	0.67	0.118	0.512	
	0.393	0.103	0.67	0.153	0.511	
	0.485	0.128	0.67	0.188	0.511	
	0.576	0.150	0.68	0.222	0.510	
	0.737	0.191	0.68	0.280	0.509	

TABLE 57 – C 1.4-32 PANEL PROPERTIES

Gauge	Effective Section Properties at Fy	Effective Section Properties at Service Load	
	Comp- ression	for Bending Strength	Effective Moment of Inertia for Deflection	
		Section Modulus	Distance to
N.A. from Bottom	Section Modulus	Distance to
N.A. from Bottom	Moment of Inertia	Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae+
in2/ft	Se+
in3/ft	yb
in	Se-
in3/ft	yb
in	Ie+
in4/ft	Ie-
in4/ft	I+
in4/ft	I-
in4/ft	
26	0.172	0.101	0.65	0.106	0.69	0.078	0.078	0.079	0.078	
24	0.265	0.139	0.67	0.141	0.68	0.103	0.103	0.103	0.103	
22	0.367	0.175	0.68	0.174	0.67	0.128	0.128	0.128	0.128	
20	0.473	0.206	0.68	0.206	0.68	0.150	0.150	0.150	0.150	
18	0.722	0.261	0.683	0.261	0.683	0.191	0.191	0.191	0.191	

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 58 - C 1.4 -32 AVAILABLE REACTION CAPACITY AT SUPPORTS (plf) BASED ON WEB CRIPPLING

Gage	
Condition	Bearing Length of Webs	
		Allowable	Factored	
		1"	2"	4"	6"	1"	2"	4"	6"	
26	End	379	480	622	628	580	734	952	961	
	Interior	616	757	955	963	917	1125	1420	1432	
24	End	624	782	1005	1123	955	1196	1538	1718	
	Interior	1021	1239	1548	1711	1518	1843	2302	2545	
22	End	928	1153	1471	1654	1420	1764	2251	2531	
	Interior	1527	1836	2274	2526	2271	2731	3383	3757	
20	End	1286	1587	2011	2255	1968	2427	3077	3451	
	Interior	2126	2538	3121	3455	3162	3775	4642	5139	
18	End	1364	1665	2091	2336	2087	2548	3200	3574	
	Interior	2272	2683	3265	3598	3380	3991	4856	5353	
	Constants	h = 1.8194"	r = 0.125"	θ = 45°		

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 59 - C 1.4 -32 OUT-OF-PLANE CAPACITIES
INWARD ALLOWABLE (FB/Ω) AND FACTORED (ΦFB) DISTRIBUTED LOAD (LBF/FT2)
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	5' - 6"	6' - 0"	6' - 6"	7' - 0"	7' - 6"	8' - 0"	

26	

SS	fb / Ω	268	197	151	119	96	80	67	57	49	43	38	
		Φ fb	403	296	227	179	145	120	101	86	74	64	57	
		L/360	127	80	54	38	27	21	16	13	10	8	7	
		L/240	191	120	81	57	41	31	24	19	15	12	10	
		L/180	255	160	107	75	55	41	32	25	20	16	13	
		L/120	-	-	-	113	82	62	48	38	30	24	20	

DS	fb / Ω	283	208	159	126	102	84	71	60	52	45	40	
		Φ fb	425	313	239	189	153	127	106	91	78	68	60	
		L/360	-	193	129	91	66	50	38	30	24	20	16	
		L/240	-	-	-	-	99	75	57	45	36	29	24	
		L/180	-	-	-	-	-	-	-	60	48	39	32	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	354	260	199	157	127	105	88	75	65	57	50	
		Φ fb	532	391	299	236	191	158	133	113	98	85	75	
		L/360	281	177	118	83	61	46	35	28	22	18	15	
		L/240	-	-	178	125	91	68	53	41	33	27	22	
		L/180	-	-	-	-	121	91	70	55	44	36	30	
		L/120	-	-	-	-	-	-	-	-	-	54	44	

24	

SS	fb / Ω	370	272	208	164	133	110	92	79	68	59	52	
		Φ fb	556	408	313	247	200	165	139	118	102	89	78	
		L/360	166	105	70	49	36	27	21	16	13	11	9	
		L/240	249	157	105	74	54	40	31	25	20	16	13	
		L/180	333	209	140	99	72	54	42	33	26	21	18	
		L/120	-	-	-	148	108	81	62	49	39	32	26	

DS	fb / Ω	375	275	211	167	135	111	94	80	69	60	53	
		Φ fb	563	414	317	250	203	168	141	120	103	90	79	
		L/360	-	252	169	119	87	65	50	39	32	26	21	
		L/240	-	-	-	-	130	98	75	59	47	38	32	
		L/180	-	-	-	-	-	-	-	79	63	51	42	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	468	344	263	208	169	139	117	100	86	75	66	
		Φ fb	704	517	396	313	253	209	176	150	129	113	99	
		L/360	367	231	155	109	79	60	46	36	29	23	19	
		L/240	-	-	232	163	119	89	69	54	43	35	29	
		L/180	-	-	-	-	159	119	92	72	58	47	39	
		L/120	-	-	-	-	-	-	-	-	-	70	58	

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 59 - C 1.4 -32 OUT-OF-PLANE CAPACITIES CONTINUED…
INWARD ALLOWABLE (FB/Ω) AND FACTORED (ΦFB) DISTRIBUTED LOAD (LBF/FT2)
Gauge	Span	Limit Condition	Panel Span (Support Spacing)	
			3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	5' - 6"	6' - 0"	6' - 6"	7' - 0"	7' - 6"	8' - 0"	

22	

SS	fb / Ω	465	341	261	206	167	138	116	99	85	74	65	
		Φ fb	698	513	393	310	251	208	175	149	128	112	98	
		L/360	206	130	87	61	45	33	26	20	16	13	11	
		L/240	310	195	131	92	67	50	39	30	24	20	16	
		L/180	413	260	174	122	89	67	52	41	32	26	22	
		L/120	-	-	261	183	134	100	77	61	49	40	33	

DS	fb / Ω	464	341	261	206	167	138	116	99	85	74	65	
		Φ fb	697	512	392	310	251	207	174	148	128	112	98	
		L/360	-	313	210	147	107	81	62	49	39	32	26	
		L/240	-	-	-	-	161	121	93	73	59	48	39	
		L/180	-	-	-	-	-	-	-	98	78	64	52	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	580	426	326	258	209	172	145	123	106	93	82	
		Φ fb	871	640	490	387	314	259	218	186	160	139	123	
		L/360	455	287	192	135	98	74	57	45	36	29	24	
		L/240	-	-	288	202	148	111	85	67	54	44	36	
		L/180	-	-	-	-	197	148	114	90	72	58	48	
		L/120	-	-	-	-	-	-	-	-	-	87	72	

20	

SS	fb / Ω	549	403	309	244	198	163	137	117	101	88	77	
		Φ fb	825	606	464	367	297	245	206	176	152	132	116	
		L/360	243	153	102	72	52	39	30	24	19	16	13	
		L/240	364	229	154	108	79	59	46	36	29	23	19	
		L/180	486	306	205	144	105	79	61	48	38	31	26	
		L/120	-	-	307	216	157	118	91	72	57	47	38	

DS	fb / Ω	549	403	309	244	198	163	137	117	101	88	77	
		Φ fb	825	606	464	367	297	245	206	176	152	132	116	
		L/360	-	368	247	173	126	95	73	58	46	37	31	
		L/240	-	-	-	-	189	142	110	86	69	56	46	
		L/180	-	-	-	-	-	-	-	115	92	75	62	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	686	504	386	305	247	204	172	146	126	110	97	
		Φ fb	1031	758	580	458	371	307	258	220	189	165	145	
		L/360	536	337	226	159	116	87	67	53	42	34	28	
		L/240	-	-	339	238	174	130	100	79	63	51	42	
		L/180	-	-	-	-	231	174	134	105	84	69	57	
		L/120	-	-	-	-	-	-	-	-	-	103	85	

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 59 - C 1.4 -32 OUT-OF-PLANE CAPACITIES CONTINUED…
INWARD ALLOWABLE (FB/Ω) AND FACTORED (ΦFB) DISTRIBUTED LOAD (LBF/FT2)	

Gauge	
Span	Limit Condition	 	Panel Span (Support Spacing)						
			3' - 0"	3' - 6"	4' - 0"	4' - 6"	5' - 0"	5' - 6"	6' - 0"	6' - 6"	7' - 0"	7' - 6"	8' - 0"	
		fb / Ω	464	341	261	206	167	138	116	99	85	74	65	
		Φ fb	697	512	392	310	251	207	174	148	128	112	98	
	SS	L/360	310	195	131	92	67	50	39	30	24	20	16	
		L/240	-	292	196	138	100	75	58	46	37	30	24	
		L/180	-	-	-	183	134	100	77	61	49	40	33	
		L/120	-	-	-	-	-	-	-	91	73	59	49	
		fb / Ω	464	341	261	206	167	138	116	99	85	74	65	
		Φ fb	697	512	392	310	251	207	174	148	128	112	98	
18	DS	L/360	-	-	-	-	161	121	93	73	59	48	39	
		L/240	-	-	-	-	-	-	-	-	-	72	59	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	
		fb / Ω	580	426	326	258	209	172	145	123	106	93	82	
		Φ fb	871	640	490	387	314	259	218	186	160	139	123	
	TS	L/360	-	-	288	202	148	111	85	67	54	44	36	
		L/240	-	-	-	-	-	166	128	101	81	66	54	
		L/180	-	-	-	-	-	-	-	-	-	87	72	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 60 - C 1.4-32 DIAPHRAGM SHEAR CAPACITY TABLE

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 60 - C 1.4-32 DIAPHRAGM SHEAR CAPACITY TABLE

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 60 - C 1.4-32 DIAPHRAGM SHEAR CAPACITY TABLE

Originally Issued: 02/03/2014	Revised: 05/10/2018	Valid Through: 02/28/2019

TABLE 60 - C 1.4-32 DIAPHRAGM SHEAR CAPACITY TABLE

32/7		Allowable Shear, qa(plf), Factored Shear, qf(plf)							Inverted C 1.4-32	

Gage	Seam Spacing (in)	Deck Span (ft)	and Flexibility Factor, F((in./lb)x106)					with #10 SD HWH Screw and #12 SD HWH Screw	
			2	3	4	5	6	7	8	9	10	

22	4	qa	qf	1221	1985	1185	1926	1165	1893	1077	1723	748	1196	549	879	421	673	332	532	269	431	
		F	2.5+45.4R	3.6+30.2R	4.1+22.6R	4.4+18.1R	4.6+15.1R	4.8+12.9R	4.9+11.3R	5+10R	5.1+9R	
	6	qa	qf	1069	1737	1009	1640	976	1586	955	1552	748	1196	549	879	421	673	332	532	269	431	
		F	3+45.2R	4.2+30R	4.8+22.4R	5.2+17.9R	5.5+14.9R	5.6+12.7R	5.8+11.1R	5.9+9.9R	6+8.9R	
	8	qa	qf	959	1558	928	1508	840	1365	844	1372	748	1196	549	879	421	673	332	532	269	431	
		F	3.4+45R	4.7+29.8R	5.4+22.2R	5.9+17.7R	6.2+14.7R	6.4+12.6R	6.6+11R	6.7+9.7R	6.8+8.7R	
	12	qa	qf	818	1329	721	1172	669	1086	635	1033	613	996	549	879	421	673	332	532	269	431	
		F	4+44.7R	5.6+29.4R	6.5+21.8R	7+17.3R	7.5+14.3R	7.8+12.2R	8+10.6R	8.2+9.4R	8.4+8.4R	
	18	qa	qf	818	1329	594	965	569	925	554	900	471	765	474	770	421	673	332	532	269	431	
		F	4.6+44.4R	6.5+29R	7.6+21.3R	8.4+16.7R	9+13.7R	9.5+11.6R	9.8+10R	10.1+8.8R	10.4+7.8R	
	24	qa	qf	641	1042	594	965	460	748	467	758	395	641	409	664	361	586	332	532	269	431	
		F	5+44.1R	7.1+28.6R	8.5+20.9R	9.5+16.3R	10.2+13.2R	10.8+11R	11.3+9.4R	11.7+8.2R	12.1+7.2R	
	36	qa	qf	641	1042	450	731	460	748	374	608	314	510	341	554	298	484	264	429	269	431	
		F	5.4+43.9R	7.9+28.2R	9.6+20.2R	10.9+15.5R	12+12.3R	12.9+10.1R	13.6+8.4R	14.3+7.1R	14.8+6.1R	

20	4	qa	qf	1455	2364	1412	2294	1388	2255	1373	2230	1005	1607	738	1181	565	904	446	714	362	579	
		F	2.7+29.2R	3.5+19.4R	3.8+14.5R	4.1+11.6R	4.2+9.7R	4.3+8.3R	4.4+7.2R	4.5+6.4R	4.5+5.8R	
	6	qa	qf	1273	2069	1202	1953	1162	1889	1137	1848	1005	1607	738	1181	565	904	446	714	362	579	
		F	3.2+29R	4.1+19.2R	4.5+14.4R	4.8+11.5R	5+9.5R	5.1+8.2R	5.2+7.1R	5.3+6.3R	5.4+5.7R	
	8	qa	qf	1142	1855	1105	1796	1000	1625	1005	1634	946	1538	738	1181	565	904	446	714	362	579	
		F	3.6+28.9R	4.5+19.1R	5.1+14.2R	5.4+11.3R	5.6+9.4R	5.8+8R	5.9+7R	6+6.2R	6.1+5.5R	
	12	qa	qf	974	1583	859	1396	796	1294	757	1230	730	1186	710	1154	565	904	446	714	362	579	
		F	4.1+28.6R	5.3+18.7R	6+13.8R	6.5+10.9R	6.8+9R	7.1+7.6R	7.3+6.6R	7.4+5.8R	7.5+5.2R	
	18	qa	qf	974	1583	707	1149	678	1101	660	1072	561	912	565	917	565	904	446	714	362	579	
		F	4.7+28.3R	6.1+18.3R	7.1+13.4R	7.7+10.4R	8.2+8.5R	8.6+7.1R	8.9+6.1R	9.2+5.3R	9.4+4.7R	
	24	qa	qf	764	1241	707	1149	548	891	556	903	470	764	487	791	430	698	446	714	362	579	
		F	5+28.1R	6.7+18R	7.8+13R	8.7+10R	9.3+8R	9.8+6.6R	10.3+5.5R	10.6+4.8R	10.9+4.1R	
	36	qa	qf	764	1241	536	870	548	891	446	725	374	608	406	660	356	578	315	512	345	560	
		F	5.4+27.8R	7.4+17.6R	8.9+12.4R	10+9.2R	11+7.2R	11.7+5.7R	12.4+4.6R	12.9+3.8R	13.4+3.1R	

Figure 32:  DGB-36AW & B-36AW Perforation Locations	Figure 33: Perforation Pattern

Table 61: DGB-36AW & B-36AW Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.59	0.0299	50	65	0.468	0.199	0.96	0.203	0.625	
20	1.91	0.0359	50	65	0.560	0.238	0.96	0.243	0.623	
18	2.57	0.0487	50	65	0.755	0.311	0.96	0.317	0.619	
16	3.13	0.0598	50	65	0.921	0.380	0.96	0.388	0.615	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.177	0.167	0.74	0.177	1.00	0.156	0.195	0.170	0.196	
20	0.233	0.219	0.77	0.225	0.98	0.195	0.235	0.210	0.236	
18	0.348	0.300	0.84	0.315	0.96	0.285	0.311	0.294	0.311	
16	0.327	0.375	0.90	0.385	0.97	0.374	0.380	0.376	0.380	

Table 62: DGB-36AW & B-36AW Out-of-Plane Capacities Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	208	92	52	33	23	17	13	10	8	
		Φ fb	330	147	83	53	37	27	21	16	13	
		L/360	116	34	15	7	4	3	2	1	1	
		L/240	174	52	22	11	6	4	3	2	1	
		L/180	-	69	29	15	9	5	4	3	2	
		L/120	-	-	44	22	13	8	5	4	3	

DS	fb / Ω	221	98	55	35	25	18	14	11	9	
		Φ fb	351	156	88	56	39	29	22	17	14	
		L/360	-	96	40	21	12	8	5	4	3	
		L/240	-	-	-	31	18	11	8	5	4	
		L/180	-	-	-	-	24	15	10	7	5	
		L/120	-	-	-	-	-	-	-	11	8	

TS	fb / Ω	276	123	69	44	31	23	17	14	11	
		Φ fb	438	195	110	70	49	36	27	22	18	
		L/360	-	88	37	19	11	7	5	3	2	
		L/240	-	-	55	28	16	10	7	5	4	
		L/180	-	-	-	38	22	14	9	6	5	
		L/120	-	-	-	-	-	21	14	10	7	

20	

SS	fb / Ω	273	121	68	44	30	22	17	13	11	
		Φ fb	433	193	108	69	48	35	27	21	17	
		L/360	143	42	18	9	5	3	2	2	1	
		L/240	215	64	27	14	8	5	3	2	2	
		L/180	-	85	36	18	11	7	4	3	2	
		L/120	-	-	54	27	16	10	7	5	3	

DS	fb / Ω	281	125	70	45	31	23	18	14	11	
		Φ fb	446	198	111	71	50	36	28	22	18	
		L/360	-	115	49	25	14	9	6	4	3	
		L/240	-	-	-	37	22	14	9	6	5	
		L/180	-	-	-	-	29	18	12	9	6	
		L/120	-	-	-	-	-	-	-	13	9	

TS	fb / Ω	351	156	88	56	39	29	22	17	14	
		Φ fb	557	248	139	89	62	45	35	28	22	
		L/360	-	105	44	23	13	8	6	4	3	
		L/240	-	-	67	34	20	12	8	6	4	
		L/180	-	-	-	46	26	17	11	8	6	
		L/120	-	-	-	-	-	25	17	12	9	

Table 62: DGB-36AW & B-36AW Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	374	166	93	60	42	31	23	18	15	
		Φ fb	593	264	148	95	66	48	37	29	24	
		L/360	200	59	25	13	7	5	3	2	2	
		L/240	301	89	38	19	11	7	5	3	2	
		L/180	-	119	50	26	15	9	6	4	3	
		L/120	-	-	75	38	22	14	9	7	5	

DS	fb / Ω	393	175	98	63	44	32	25	19	16	
		Φ fb	624	277	156	100	69	51	39	31	25	
		L/360	-	152	64	33	19	12	8	6	4	
		L/240	-	-	96	49	28	18	12	8	6	
		L/180	-	-	-	-	38	24	16	11	8	
		L/120	-	-	-	-	-	-	24	17	12	

TS	fb / Ω	492	218	123	79	55	40	31	24	20	
		Φ fb	780	347	195	125	87	64	49	39	31	
		L/360	469	139	59	30	17	11	7	5	4	
		L/240	-	208	88	45	26	16	11	8	6	
		L/180	-	-	117	60	35	22	15	10	8	
		L/120	-	-	-	-	52	33	22	15	11	

16	

SS	fb / Ω	468	208	117	75	52	38	29	23	19	
		Φ fb	743	330	186	119	83	61	46	37	30	
		L/360	257	76	32	16	10	6	4	3	2	
		L/240	385	114	48	25	14	9	6	4	3	
		L/180	-	152	64	33	19	12	8	6	4	
		L/120	-	-	96	49	29	18	12	8	6	

DS	fb / Ω	480	214	120	77	53	39	30	24	19	
		Φ fb	762	339	191	122	85	62	48	38	30	
		L/360	-	185	78	40	23	15	10	7	5	
		L/240	-	-	117	60	35	22	15	10	8	
		L/180	-	-	-	-	46	29	20	14	10	
		L/120	-	-	-	-	-	-	29	21	15	

TS	fb / Ω	601	267	150	96	67	49	38	30	24	
		Φ fb	953	423	238	152	106	78	60	47	38	
		L/360	573	170	72	37	21	13	9	6	5	
		L/240	-	255	107	55	32	20	13	9	7	
		L/180	-	-	143	73	42	27	18	13	9	
		L/120	-	-	-	-	64	40	27	19	14	

Figure 34: DGB-36AT & B-36AT Perforation Locations	Figure 35: Perforation Pattern

Table 63: DGB-36AT & B-36AT Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.22	0.0299	50	65	0.358	0.177	0.93	0.151	0.625	
20	1.46	0.0359	50	65	0.428	0.212	0.93	0.181	0.623	
18	1.96	0.0487	50	65	0.576	0.277	0.93	0.234	0.619	
16	2.39	0.0598	50	65	0.701	0.338	0.93	0.285	0.615	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.152	0.119	0.73	0.126	0.98	0.131	0.174	0.146	0.175	
20	0.200	0.155	0.76	0.163	0.95	0.166	0.209	0.182	0.210	
18	0.298	0.220	0.83	0.232	0.92	0.277	0.277	0.277	0.277	
16	0.280	0.277	0.89	0.283	0.93	0.331	0.338	0.333	0.338	

Table 64: DGB-36AT & B-36AT Out-of-Plane Capacities Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	148	66	37	24	16	12	9	7	6	
		Φ fb	235	104	59	38	26	19	15	12	9	
		L/360	100	30	12	6	4	2	2	1	1	
		L/240	-	44	19	10	6	3	2	2	1	
		L/180	-	59	25	13	7	5	3	2	2	
		L/120	-	-	-	19	11	7	5	3	2	

DS	fb / Ω	157	70	39	25	17	13	10	8	6	
		Φ fb	250	111	62	40	28	20	16	12	10	
		L/360	-	-	36	18	11	7	4	3	2	
		L/240	-	-	-	-	16	10	7	5	3	
		L/180	-	-	-	-	-	-	9	6	5	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	197	87	49	31	22	16	12	10	8	
		Φ fb	312	139	78	50	35	25	19	15	12	
		L/360	-	78	33	17	10	6	4	3	2	
		L/240	-	-	-	25	15	9	6	4	3	
		L/180	-	-	-	-	19	12	8	6	4	
		L/120	-	-	-	-	-	-	-	9	6	

20	

SS	fb / Ω	193	86	48	31	21	16	12	10	8	
		Φ fb	306	136	77	49	34	25	19	15	12	
		L/360	124	37	16	8	5	3	2	1	1	
		L/240	186	55	23	12	7	4	3	2	1	
		L/180	-	74	31	16	9	6	4	3	2	
		L/120	-	-	47	24	14	9	6	4	3	

DS	fb / Ω	203	90	51	32	23	17	13	10	8	
		Φ fb	322	143	80	51	36	26	20	16	13	
		L/360	-	-	43	22	13	8	5	4	3	
		L/240	-	-	-	-	19	12	8	6	4	
		L/180	-	-	-	-	-	16	11	8	6	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	253	113	63	41	28	21	16	13	10	
		Φ fb	402	179	101	64	45	33	25	20	16	
		L/360	-	94	40	20	12	7	5	3	3	
		L/240	-	-	59	30	18	11	7	5	4	
		L/180	-	-	-	41	23	15	10	7	5	
		L/120	-	-	-	-	-	-	15	10	8	

Table 64: DGB-36AT & B-36AT Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	275	122	69	44	31	22	17	14	11	
		Φ fb	436	194	109	70	48	36	27	22	17	
		L/360	189	56	24	12	7	4	3	2	2	
		L/240	-	84	35	18	10	7	4	3	2	
		L/180	-	112	47	24	14	9	6	4	3	
		L/120	-	-	-	36	21	13	9	6	5	

DS	fb / Ω	290	129	72	46	32	24	18	14	12	
		Φ fb	459	204	115	73	51	37	29	23	18	
		L/360	-	-	57	29	17	11	7	5	4	
		L/240	-	-	-	44	25	16	11	7	5	
		L/180	-	-	-	-	-	21	14	10	7	
		L/120	-	-	-	-	-	-	-	-	11	

TS	fb / Ω	362	161	90	58	40	30	23	18	14	
		Φ fb	574	255	144	92	64	47	36	28	23	
		L/360	-	124	52	27	15	10	7	5	3	
		L/240	-	-	78	40	23	15	10	7	5	
		L/180	-	-	-	53	31	19	13	9	7	
		L/120	-	-	-	-	-	29	20	14	10	

16	

SS	fb / Ω	345	154	86	55	38	28	22	17	14	
		Φ fb	548	244	137	88	61	45	34	27	22	
		L/360	228	67	28	15	8	5	4	2	2	
		L/240	341	101	43	22	13	8	5	4	3	
		L/180	-	135	57	29	17	11	7	5	4	
		L/120	-	-	85	44	25	16	11	7	5	

DS	fb / Ω	353	157	88	57	39	29	22	17	14	
		Φ fb	561	249	140	90	62	46	35	28	22	
		L/360	-	-	69	36	21	13	9	6	4	
		L/240	-	-	-	53	31	19	13	9	7	
		L/180	-	-	-	-	-	26	17	12	9	
		L/120	-	-	-	-	-	-	-	-	13	

TS	fb / Ω	442	196	110	71	49	36	28	22	18	
		Φ fb	701	311	175	112	78	57	44	35	28	
		L/360	-	151	64	33	19	12	8	6	4	
		L/240	-	-	95	49	28	18	12	8	6	
		L/180	-	-	-	65	38	24	16	11	8	
		L/120	-	-	-	-	-	36	24	17	12	

Figure 36: DGBF-36A & BF-36A Pan Perforation Locations	Figure 37: DGBF-36A Perforation Pattern

Table 65: DGBF-36A & BF-36A Panel Properties

					Gross Section Properties	
Gauge No.	Weight	Base Metal Thickness	Yield Strength	Tensile Strength	
Area	
Moment of Inertia	Distance to N.A. from Bottom	Top Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.19	0.0359/0.036	50	65	0.938	0.446	0.64	0.454	0.665	
20/18	3.56	0.0359/0.047	50	65	1.046	0.485	0.59	0.463	0.651	
20/16	3.96	0.0359/0.059	50	65	1.163	0.520	0.54	0.471	0.634	
18/20	3.84	0.0478/0.036	50	65	1.129	0.547	0.70	0.589	0.677	
18/18	4.21	0.0478/0.047	50	65	1.237	0.595	0.65	0.602	0.670	
18/16	4.61	0.0478/0.059	50	65	1.355	0.641	0.61	0.613	0.659	
16/20	4.50	0.0598/0.036	50	65	1.321	0.641	0.75	0.702	0.682	
16/18	4.86	0.0598/0.047	50	65	1.429	0.699	0.71	0.728	0.679	
16/16	5.26	0.0598/0.059	50	65	1.547	0.753	0.67	0.751	0.674	

Gauge No.		Effective Section Modulus for Bending		Effective Moment of Inertia for Deflection	
			at Fy				at Service Load		
		
Section Modulus	Distance to N.A. from
Bottom	
Section Modulus	Distance to N.A. from
Bottom	
Moment of Inertia	
Moment of Inertia	Uniform Load Only	
	Area							Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.618	0.256	0.48	0.411	0.33	0.344	0.369	0.378	0.394	
20/18	0.715	0.273	0.44	0.446	0.69	0.371	0.424	0.409	0.444	
20/16	0.826	0.279	0.40	0.459	0.62	0.394	0.486	0.436	0.497	
18/20	0.841	0.401	0.58	0.565	0.79	0.475	0.463	0.499	0.491	
18/18	0.938	0.411	0.54	0.581	0.74	0.514	0.522	0.541	0.546	
18/16	1.050	0.419	0.50	0.597	0.68	0.551	0.592	0.581	0.608	
16/20	1.061	0.552	0.66	0.657	0.82	0.601	0.558	0.615	0.585	
16/18	1.158	0.565	0.62	0.711	0.77	0.653	0.618	0.668	0.645	
16/16	1.270	0.577	0.58	0.730	0.73	0.684	0.694	0.707	0.714	

Table 66: DGBF-36A & BF-36A Out-of-Plane Capacities Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	320	142	80	51	36	26	20	16	13	
		Φ fb	507	225	127	81	56	41	32	25	20	
		L/360	258	77	32	17	10	6	4	3	2	
		L/240	-	115	48	25	14	9	6	4	3	
		L/180	-	-	65	33	19	12	8	6	4	
		L/120	-	-	-	50	29	18	12	9	6	

DS	fb / Ω	513	228	128	82	57	42	32	25	21	
		Φ fb	814	362	203	130	90	66	51	40	33	
		L/360	-	192	81	42	24	15	10	7	5	
		L/240	-	-	122	62	36	23	15	11	8	
		L/180	-	-	-	-	48	30	20	14	10	
		L/120	-	-	-	-	-	-	30	21	16	

TS	fb / Ω	499	222	125	80	55	41	31	25	20	
		Φ fb	792	352	198	127	88	65	50	39	32	
		L/360	-	176	74	38	22	14	9	7	5	
		L/240	-	-	111	57	33	21	14	10	7	
		L/180	-	-	-	76	44	28	19	13	10	
		L/120	-	-	-	-	-	-	28	20	14	

20/18	

SS	fb / Ω	341	151	85	55	38	28	21	17	14	
		Φ fb	541	240	135	87	60	44	34	27	22	
		L/360	279	83	35	18	10	7	4	3	2	
		L/240	-	124	52	27	16	10	7	5	3	
		L/180	-	-	70	36	21	13	9	6	4	
		L/120	-	-	-	54	31	20	13	9	7	

DS	fb / Ω	557	247	139	89	62	45	35	27	22	
		Φ fb	883	393	221	141	98	72	55	44	35	
		L/360	-	217	91	47	27	17	11	8	6	
		L/240	-	-	137	70	41	26	17	12	9	
		L/180	-	-	-	-	54	34	23	16	12	
		L/120	-	-	-	-	-	-	34	24	18	

TS	fb / Ω	533	237	133	85	59	43	33	26	21	
		Φ fb	845	376	211	135	94	69	53	42	34	
		L/360	-	198	84	43	25	16	10	7	5	
		L/240	-	-	126	64	37	23	16	11	8	
		L/180	-	-	-	-	50	31	21	15	11	
		L/120	-	-	-	-	-	-	31	22	16	

Table 66: DGBF-36A & BF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	348	155	87	56	39	28	22	17	14	
		Φ fb	552	245	138	88	61	45	34	27	22	
		L/360	298	88	37	19	11	7	5	3	2	
		L/240	-	132	56	29	17	10	7	5	4	
		L/180	-	-	74	38	22	14	9	7	5	
		L/120	-	-	-	-	33	21	14	10	7	

DS	fb / Ω	573	255	143	92	64	47	36	28	23	
		Φ fb	909	404	227	145	101	74	57	45	36	
		L/360	-	242	102	52	30	19	13	9	7	
		L/240	-	-	-	79	45	29	19	13	10	
		L/180	-	-	-	-	61	38	26	18	13	
		L/120	-	-	-	-	-	-	-	27	20	

TS	fb / Ω	543	241	136	87	60	44	34	27	22	
		Φ fb	862	383	215	138	96	70	54	43	34	
		L/360	-	222	94	48	28	17	12	8	6	
		L/240	-	-	-	72	42	26	18	12	9	
		L/180	-	-	-	-	56	35	23	16	12	
		L/120	-	-	-	-	-	-	-	25	18	

18/20	

SS	fb / Ω	501	223	125	80	56	41	31	25	20	
		Φ fb	794	353	199	127	88	65	50	39	32	
		L/360	341	101	43	22	13	8	5	4	3	
		L/240	-	151	64	33	19	12	8	6	4	
		L/180	-	202	85	44	25	16	11	7	5	
		L/120	-	-	-	65	38	24	16	11	8	

DS	fb / Ω	705	313	176	113	78	58	44	35	28	
		Φ fb	1119	497	280	179	124	91	70	55	45	
		L/360	-	239	101	52	30	19	13	9	6	
		L/240	-	-	151	78	45	28	19	13	10	
		L/180	-	-	-	103	60	38	25	18	13	
		L/120	-	-	-	-	-	57	38	27	19	

TS	fb / Ω	782	348	196	125	87	64	49	39	31	
		Φ fb	1241	552	310	199	138	101	78	61	50	
		L/360	740	219	93	47	27	17	12	8	6	
		L/240	-	329	139	71	41	26	17	12	9	
		L/180	-	-	185	95	55	35	23	16	12	
		L/120	-	-	-	-	82	52	35	24	18	

Table 66: DGBF-36A & BF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	513	228	128	82	57	42	32	25	21	
		Φ fb	813	361	203	130	90	66	51	40	33	
		L/360	370	110	46	24	14	9	6	4	3	
		L/240	-	164	69	35	21	13	9	6	4	
		L/180	-	219	92	47	27	17	12	8	6	
		L/120	-	-	-	71	41	26	17	12	9	

DS	fb / Ω	725	322	181	116	81	59	45	36	29	
		Φ fb	1150	511	288	184	128	94	72	57	46	
		L/360	-	266	112	58	33	21	14	10	7	
		L/240	-	-	168	86	50	31	21	15	11	
		L/180	-	-	-	115	67	42	28	20	14	
		L/120	-	-	-	-	-	-	42	30	22	

TS	fb / Ω	801	356	200	128	89	65	50	40	32	
		Φ fb	1270	565	318	203	141	104	79	63	51	
		L/360	-	244	103	53	30	19	13	9	7	
		L/240	-	-	154	79	46	29	19	14	10	
		L/180	-	-	-	105	61	38	26	18	13	
		L/120	-	-	-	-	-	58	39	27	20	

18/16	

SS	fb / Ω	522	232	131	84	58	43	33	26	21	
		Φ fb	829	368	207	133	92	68	52	41	33	
		L/360	397	117	50	25	15	9	6	4	3	
		L/240	-	176	74	38	22	14	9	7	5	
		L/180	-	-	99	51	29	18	12	9	6	
		L/120	-	-	-	76	44	28	19	13	10	

DS	fb / Ω	744	331	186	119	83	61	47	37	30	
		Φ fb	1181	525	295	189	131	96	74	58	47	
		L/360	-	297	125	64	37	23	16	11	8	
		L/240	-	-	-	96	56	35	23	16	12	
		L/180	-	-	-	-	74	47	31	22	16	
		L/120	-	-	-	-	-	-	-	33	24	

TS	fb / Ω	816	363	204	131	91	67	51	40	33	
		Φ fb	1295	575	324	207	144	106	81	64	52	
		L/360	-	272	115	59	34	21	14	10	7	
		L/240	-	-	172	88	51	32	21	15	11	
		L/180	-	-	-	117	68	43	29	20	15	
		L/120	-	-	-	-	-	64	43	30	22	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	689	306	172	110	77	56	43	34	28	
		Φ fb	1093	486	273	175	121	89	68	54	44	
		L/360	420	124	52	27	16	10	7	5	3	
		L/240	630	187	79	40	23	15	10	7	5	
		L/180	-	249	105	54	31	20	13	9	7	
		L/120	-	-	157	81	47	29	20	14	10	

DS	fb / Ω	819	364	205	131	91	67	51	40	33	
		Φ fb	1300	578	325	208	144	106	81	64	52	
		L/360	-	285	120	62	36	22	15	11	8	
		L/240	-	-	181	92	54	34	23	16	12	
		L/180	-	-	-	123	71	45	30	21	15	
		L/120	-	-	-	-	-	-	45	32	23	

TS	fb / Ω	1024	455	256	164	114	84	64	51	41	
		Φ fb	1625	722	406	260	181	133	102	80	65	
		L/360	882	261	110	56	33	21	14	10	7	
		L/240	-	392	165	85	49	31	21	15	11	
		L/180	-	-	221	113	65	41	28	19	14	
		L/120	-	-	-	-	98	62	41	29	21	

16/18	

SS	fb / Ω	705	313	176	113	78	58	44	35	28	
		Φ fb	1119	497	280	179	124	91	70	55	45	
		L/360	456	135	57	29	17	11	7	5	4	
		L/240	685	203	86	44	25	16	11	8	5	
		L/180	-	270	114	58	34	21	14	10	7	
		L/120	-	-	171	88	51	32	21	15	11	

DS	fb / Ω	888	394	222	142	99	72	55	44	36	
		Φ fb	1408	626	352	225	156	115	88	70	56	
		L/360	-	314	133	68	39	25	17	12	8	
		L/240	-	-	199	102	59	37	25	17	13	
		L/180	-	-	-	136	79	49	33	23	17	
		L/120	-	-	-	-	-	-	50	35	25	

TS	fb / Ω	1102	490	276	176	122	90	69	54	44	
		Φ fb	1748	777	437	280	194	143	109	86	70	
		L/360	972	288	121	62	36	23	15	11	8	
		L/240	-	432	182	93	54	34	23	16	12	
		L/180	-	-	243	124	72	45	30	21	16	
		L/120	-	-	-	-	108	68	46	32	23	

Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	719	320	180	115	80	59	45	36	29	
		Φ fb	1141	507	285	183	127	93	71	56	46	
		L/360	483	143	60	31	18	11	8	5	4	
		L/240	-	215	91	46	27	17	11	8	6	
		L/180	-	286	121	62	36	23	15	11	8	
		L/120	-	-	-	93	54	34	23	16	12	

DS	fb / Ω	910	405	228	146	101	74	57	45	36	
		Φ fb	1444	642	361	231	160	118	90	71	58	
		L/360	-	348	147	75	43	27	18	13	9	
		L/240	-	-	220	113	65	41	28	19	14	
		L/180	-	-	-	-	87	55	37	26	19	
		L/120	-	-	-	-	-	-	55	39	28	

TS	fb / Ω	1124	500	281	180	125	92	70	56	45	
		Φ fb	1783	792	446	285	198	146	111	88	71	
		L/360	1075	319	134	69	40	25	17	12	9	
		L/240	-	478	202	103	60	38	25	18	13	
		L/180	-	-	269	138	80	50	34	24	17	
		L/120	-	-	-	-	119	75	50	35	26	

 	

Table 67: DGN-32AW Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.66	0.0299	50	65	0.489	0.800	1.71	0.449	1.195	
20	1.99	0.0359	50	65	0.585	0.951	1.71	0.533	1.193	
18	2.64	0.0478	50	65	0.775	1.253	1.72	0.698	1.189	
16	3.28	0.0598	50	65	0.963	1.547	1.72	0.858	1.185	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	
Moment of Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.267	0.315	1.35	0.392	1.71	0.654	0.740	0.703	0.760	
20	0.366	0.407	1.39	0.487	1.71	0.793	0.913	0.846	0.926	
18	0.593	0.610	1.47	0.657	1.75	1.198	1.253	1.216	1.253	
16	0.856	0.822	1.54	0.857	1.73	1.529	1.547	1.535	1.547	

Table 68: DGN-32AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	251	128	78	52	37	28	22	17	14	
		Φ fb	399	204	123	82	59	44	35	28	23	
		L/360	246	90	42	23	14	9	6	4	3	
		L/240	-	-	63	35	21	14	9	7	5	
		L/180	-	-	-	46	28	18	13	9	7	
		L/120	-	-	-	-	-	27	19	13	10	

DS	fb / Ω	313	160	97	65	46	35	27	22	18	
		Φ fb	497	253	153	103	73	55	43	34	28	
		L/360	-	-	-	60	36	24	16	12	9	
		L/240	-	-	-	-	-	-	24	17	13	
		L/180	-	-	-	-	-	-	-	-	17	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	391	200	121	81	58	43	34	27	22	
		Φ fb	621	317	192	128	92	69	54	43	35	
		L/360	-	-	101	55	33	22	15	11	8	
		L/240	-	-	-	-	50	33	22	16	12	
		L/180	-	-	-	-	-	43	30	21	16	
		L/120	-	-	-	-	-	-	-	-	-	

20	

SS	fb / Ω	325	166	100	67	48	36	28	23	18	
		Φ fb	516	263	159	107	76	57	45	36	29	
		L/360	296	108	51	28	17	11	8	5	4	
		L/240	-	162	76	42	25	16	11	8	6	
		L/180	-	-	-	56	34	22	15	11	8	
		L/120	-	-	-	-	-	33	23	16	12	

DS	fb / Ω	389	198	120	80	58	43	34	27	22	
		Φ fb	617	315	190	127	91	69	53	43	35	
		L/360	-	-	-	73	44	29	20	14	11	
		L/240	-	-	-	-	-	-	30	21	16	
		L/180	-	-	-	-	-	-	-	-	21	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	486	248	150	100	72	54	42	34	28	
		Φ fb	771	393	238	159	114	86	67	53	44	
		L/360	-	-	122	67	41	26	18	13	10	
		L/240	-	-	-	-	61	40	27	20	14	
		L/180	-	-	-	-	-	53	36	26	19	
		L/120	-	-	-	-	-	-	-	-	-	

Table 68: DGN-32AW Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	487	248	150	101	72	54	42	34	28	
		Φ fb	773	394	238	160	114	86	67	54	44	
		L/360	425	155	73	40	24	16	11	8	6	
		L/240	-	232	109	60	36	24	16	12	9	
		L/180	-	-	146	80	48	32	22	16	11	
		L/120	-	-	-	-	-	47	32	23	17	

DS	fb / Ω	525	268	162	108	78	58	45	36	30	
		Φ fb	832	425	257	172	123	92	72	58	47	
		L/360	-	-	-	99	60	39	27	19	14	
		L/240	-	-	-	-	-	-	40	29	21	
		L/180	-	-	-	-	-	-	-	-	28	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	656	335	202	135	97	73	57	45	37	
		Φ fb	1040	531	321	215	154	116	90	72	59	
		L/360	-	-	166	91	55	36	25	18	13	
		L/240	-	-	-	-	83	54	37	26	20	
		L/180	-	-	-	-	-	72	49	35	26	
		L/120	-	-	-	-	-	-	-	-	-	

16	

SS	fb / Ω	656	335	203	136	97	73	57	45	37	
		Φ fb	1041	531	321	215	154	116	90	72	59	
		L/360	537	196	92	50	31	20	14	10	7	
		L/240	-	293	138	76	46	30	20	15	11	
		L/180	-	-	184	101	61	40	27	20	14	
		L/120	-	-	-	-	92	60	41	29	22	

DS	fb / Ω	684	349	211	141	101	76	59	47	39	
		Φ fb	1086	554	335	224	161	121	94	75	62	
		L/360	-	-	-	122	74	48	33	24	18	
		L/240	-	-	-	-	-	72	50	36	26	
		L/180	-	-	-	-	-	-	-	-	35	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	855	436	264	177	127	95	74	59	48	
		Φ fb	1357	692	419	280	201	151	117	94	77	
		L/360	-	435	205	112	68	44	30	22	16	
		L/240	-	-	-	168	102	66	46	33	24	
		L/180	-	-	-	-	-	88	61	44	32	
		L/120	-	-	-	-	-	-	-	-	48	

Figure 40: DGN-32AT Perforation Locations	Figure 41: DGN-32AT Perforation Pattern

Table 69: DGN-32AT Panel Properties

Gauge No.	

Weight	

Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of Inertia	Distance to N.A. from Bottom	
Top Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
22	1.34	0.0299	50	65	0.394	0.718	1.61	0.342	1.195	
20	1.60	0.0359	50	65	0.471	0.853	1.61	0.404	1.193	
18	2.12	0.0478	50	65	0.622	1.123	1.61	0.530	1.189	
16	2.63	0.0598	50	65	0.772	1.386	1.61	0.650	1.185	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	
Moment of Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
22	0.230	0.246	1.36	0.282	1.61	0.567	0.658	0.618	0.678	
20	0.316	0.314	1.40	0.355	1.61	0.669	0.815	0.730	0.828	
18	0.513	0.460	1.46	0.491	1.66	1.058	1.123	1.080	1.123	
16	0.739	0.627	1.52	0.648	1.63	1.362	1.386	1.370	1.386	

Table 70 DGN-32AT Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

22	

SS	fb / Ω	307	136	77	49	34	25	19	15	12	
		Φ fb	487	216	122	78	54	40	30	24	19	
		L/360	-	125	53	27	16	10	7	5	3	
		L/240	-	-	-	41	23	15	10	7	5	
		L/180	-	-	-	-	31	20	13	9	7	
		L/120	-	-	-	-	-	-	-	14	10	

DS	fb / Ω	352	156	88	56	39	29	22	17	14	
		Φ fb	558	248	140	89	62	46	35	28	22	
		L/360	-	-	-	-	-	26	17	12	9	
		L/240	-	-	-	-	-	-	-	-	13	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	440	195	110	70	49	36	27	22	18	
		Φ fb	698	310	174	112	78	57	44	34	28	
		L/360	-	-	-	65	38	24	16	11	8	
		L/240	-	-	-	-	-	36	24	17	12	
		L/180	-	-	-	-	-	-	-	-	16	
		L/120	-	-	-	-	-	-	-	-	-	

20	

SS	fb / Ω	392	174	98	63	44	32	24	19	16	
		Φ fb	621	276	155	99	69	51	39	31	25	
		L/360	-	148	62	32	18	12	8	5	4	
		L/240	-	-	93	48	28	17	12	8	6	
		L/180	-	-	-	-	37	23	16	11	8	
		L/120	-	-	-	-	-	-	23	16	12	

DS	fb / Ω	443	197	111	71	49	36	28	22	18	
		Φ fb	703	312	176	112	78	57	44	35	28	
		L/360	-	-	-	-	-	32	21	15	11	
		L/240	-	-	-	-	-	-	-	-	16	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	554	246	138	89	62	45	35	27	22	
		Φ fb	878	390	220	141	98	72	55	43	35	
		L/360	-	-	-	80	46	29	19	14	10	
		L/240	-	-	-	-	-	44	29	21	15	
		L/180	-	-	-	-	-	-	-	-	20	
		L/120	-	-	-	-	-	-	-	-	-	

Table70: DGN-32AT Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18	

SS	fb / Ω	574	255	143	92	64	47	36	28	23	
		Φ fb	910	405	228	146	101	74	57	45	36	
		L/360	-	219	92	47	27	17	12	8	6	
		L/240	-	-	138	71	41	26	17	12	9	
		L/180	-	-	-	-	55	34	23	16	12	
		L/120	-	-	-	-	-	-	35	24	18	

DS	fb / Ω	613	272	153	98	68	50	38	30	25	
		Φ fb	972	432	243	155	108	79	61	48	39	
		L/360	-	-	-	-	-	43	29	20	15	
		L/240	-	-	-	-	-	-	-	-	22	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	766	340	191	123	85	63	48	38	31	
		Φ fb	1215	540	304	194	135	99	76	60	49	
		L/360	-	-	-	108	63	39	26	19	14	
		L/240	-	-	-	-	-	59	40	28	20	
		L/180	-	-	-	-	-	-	-	37	27	
		L/120	-	-	-	-	-	-	-	-	-	

16	

SS	fb / Ω	782	348	196	125	87	64	49	39	31	
		Φ fb	1241	552	310	199	138	101	78	61	50	
		L/360	-	277	117	60	35	22	15	10	7	
		L/240	-	-	175	90	52	33	22	15	11	
		L/180	-	-	-	120	69	44	29	21	15	
		L/120	-	-	-	-	-	-	44	31	22	

DS	fb / Ω	808	359	202	129	90	66	51	40	32	
		Φ fb	1283	570	321	205	143	105	80	63	51	
		L/360	-	-	-	-	84	53	36	25	18	
		L/240	-	-	-	-	-	-	-	38	27	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1010	449	253	162	112	82	63	50	40	
		Φ fb	1603	713	401	257	178	131	100	79	64	
		L/360	-	-	-	134	77	49	33	23	17	
		L/240	-	-	-	-	-	73	49	34	25	
		L/180	-	-	-	-	-	-	-	46	33	
		L/120	-	-	-	-	-	-	-	-	-	

Figure 42: DGNF-32A Pan Perforation Locations	Figure 43: DGNF-32A Perforation Pattern

Table 71: DGNF-32A Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to N.A. from Bottom	Top Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.42	.0359/.036	50	65	1.004	1.687	1.18	0.849	1.250	
20/18	3.78	.0359/.047	50	65	1.111	1.820	1.08	0.867	1.223	
20/16	4.17	.0359/.059	50	65	1.226	1.939	1.00	0.881	1.192	
18/20	4.15	.0478/.036	50	65	1.220	2.077	1.29	1.103	1.269	
18/18	4.51	.0478/.047	50	65	1.326	2.244	1.20	1.128	1.255	
18/16	4.91	.0478/.059	50	65	1.442	2.397	1.12	1.149	1.235	
16/20	4.89	.0598/.036	50	65	1.437	2.447	1.37	1.354	1.277	
16/18	5.25	.0598/.047	50	65	1.543	2.640	1.29	1.382	1.271	
16/16	5.64	.0598/.059	50	65	1.659	2.823	1.21	1.410	1.259	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to
N.A. from Bottom	
Moment of Inertia	
Moment of Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.525	0.479	0.85	0.799	1.43	1.342	1.371	1.457	1.476	
20/18	0.597	0.482	0.76	0.826	1.31	1.439	1.535	1.566	1.630	
20/16	0.700	0.513	0.73	0.848	1.20	1.476	1.732	1.631	1.801	
18/20	0.753	0.779	1.09	1.046	1.49	1.782	1.749	1.881	1.858	
18/18	0.825	0.796	1.01	1.079	1.38	1.914	1.917	2.024	2.026	
18/16	0.927	0.793	0.92	1.104	1.29	2.046	2.130	2.163	2.219	
16/20	1.015	1.047	1.22	1.296	1.52	2.250	2.123	2.316	2.231	
16/18	1.086	1.071	1.14	1.329	1.43	2.420	2.294	2.494	2.409	
16/16	1.189	1.094	1.07	1.358	1.36	2.581	2.517	2.661	2.619	

Table 72: DGNF-32A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	597	266	149	96	66	49	37	30	24	
		Φ fb	948	421	237	152	105	77	59	47	38	
		L/360	-	-	124	64	37	23	16	11	8	
		L/240	-	-	-	95	55	35	23	16	12	
		L/180	-	-	-	-	-	46	31	22	16	
		L/120	-	-	-	-	-	-	-	-	24	

DS	fb / Ω	996	443	249	159	111	81	62	49	40	
		Φ fb	1580	702	395	253	176	129	99	78	63	
		L/360	-	-	-	155	90	57	38	27	19	
		L/240	-	-	-	-	-	-	57	40	29	
		L/180	-	-	-	-	-	-	-	-	39	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	933	415	233	149	104	76	58	46	37	
		Φ fb	1481	658	370	237	165	121	93	73	59	
		L/360	-	-	-	142	82	52	35	24	18	
		L/240	-	-	-	-	-	-	52	37	27	
		L/180	-	-	-	-	-	-	-	-	36	
		L/120	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	601	267	150	96	67	49	38	30	24	
		Φ fb	953	424	238	153	106	78	60	47	38	
		L/360	-	-	134	68	40	25	17	12	9	
		L/240	-	-	-	-	59	37	25	18	13	
		L/180	-	-	-	-	-	-	33	23	17	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	1030	458	257	165	114	84	64	51	41	
		Φ fb	1634	726	408	261	182	133	102	81	65	
		L/360	-	-	-	-	99	63	42	29	21	
		L/240	-	-	-	-	-	-	63	44	32	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	939	417	235	150	104	77	59	46	38	
		Φ fb	1489	662	372	238	165	122	93	74	60	
		L/360	-	-	-	-	91	57	38	27	20	
		L/240	-	-	-	-	-	-	58	40	29	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

Table 72: DGNF-32A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	640	284	160	102	71	52	40	32	26	
		Φ fb	1015	451	254	162	113	83	63	50	41	
		L/360	-	-	139	71	41	26	17	12	9	
		L/240	-	-	-	-	62	39	26	18	13	
		L/180	-	-	-	-	-	52	35	24	18	
		L/120	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	1057	470	264	169	117	86	66	52	42	
		Φ fb	1677	746	419	268	186	137	105	83	67	
		L/360	-	-	-	-	110	69	46	33	24	
		L/240	-	-	-	-	-	-	-	49	36	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	999	444	250	160	111	82	62	49	40	
		Φ fb	1586	705	396	254	176	129	99	78	63	
		L/360	-	-	-	-	101	63	42	30	22	
		L/240	-	-	-	-	-	-	-	45	33	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	972	432	243	155	108	79	61	48	39	
		Φ fb	1541	685	385	247	171	126	96	76	62	
		L/360	-	381	161	82	48	30	20	14	10	
		L/240	-	-	241	123	71	45	30	21	15	
		L/180	-	-	-	-	95	60	40	28	21	
		L/120	-	-	-	-	-	-	60	42	31	

DS	fb / Ω	1305	580	326	209	145	107	82	64	52	
		Φ fb	2071	920	518	331	230	169	129	102	83	
		L/360	-	-	-	196	113	71	48	34	24	
		L/240	-	-	-	-	-	-	72	50	37	
		L/180	-	-	-	-	-	-	-	-	49	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1518	675	380	243	169	124	95	75	61	
		Φ fb	2408	1070	602	385	268	197	151	119	96	
		L/360	-	-	350	179	104	65	44	31	22	
		L/240	-	-	-	-	156	98	66	46	34	
		L/180	-	-	-	-	-	-	88	61	45	
		L/120	-	-	-	-	-	-	-	-	-	

Table 72: DGNF-32A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	994	442	248	159	110	81	62	49	40	
		Φ fb	1576	701	394	252	175	129	99	78	63	
		L/360	-	409	173	88	51	32	22	15	11	
		L/240	-	-	-	133	77	48	32	23	17	
		L/180	-	-	-	-	102	64	43	30	22	
		L/120	-	-	-	-	-	-	-	45	33	

DS	fb / Ω	1346	598	336	215	150	110	84	66	54	
		Φ fb	2135	949	534	342	237	174	133	105	85	
		L/360	-	-	-	213	123	78	52	37	27	
		L/240	-	-	-	-	-	-	78	55	40	
		L/180	-	-	-	-	-	-	-	-	53	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1553	690	388	248	173	127	97	77	62	
		Φ fb	2463	1095	616	394	274	201	154	122	99	
		L/360	-	-	382	195	113	71	48	34	24	
		L/240	-	-	-	-	170	107	72	50	37	
		L/180	-	-	-	-	-	-	95	67	49	
		L/120	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	989	439	247	158	110	81	62	49	40	
		Φ fb	1569	697	392	251	174	128	98	77	63	
		L/360	-	438	185	95	55	34	23	16	12	
		L/240	-	-	-	142	82	52	35	24	18	
		L/180	-	-	-	-	109	69	46	32	24	
		L/120	-	-	-	-	-	-	-	49	35	

DS	fb / Ω	1377	612	344	220	153	112	86	68	55	
		Φ fb	2185	971	546	350	243	178	137	108	87	
		L/360	-	-	-	-	135	85	57	40	29	
		L/240	-	-	-	-	-	-	86	60	44	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1545	687	386	247	172	126	97	76	62	
		Φ fb	2451	1089	613	392	272	200	153	121	98	
		L/360	-	-	-	214	124	78	52	37	27	
		L/240	-	-	-	-	-	117	78	55	40	
		L/180	-	-	-	-	-	-	-	73	54	
		L/120	-	-	-	-	-	-	-	-	-	

Table 72: DGNF-32A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	1306	580	327	209	145	107	82	64	52	
		Φ fb	2072	921	518	332	230	169	130	102	83	
		L/360	-	469	198	101	59	37	25	17	13	
		L/240	-	-	296	152	88	55	37	26	19	
		L/180	-	-	-	202	117	74	49	35	25	
		L/120	-	-	-	-	-	-	74	52	38	

DS	fb / Ω	1616	718	404	259	180	132	101	80	65	
		Φ fb	2564	1140	641	410	285	209	160	127	103	
		L/360	-	-	-	235	136	86	57	40	29	
		L/240	-	-	-	-	-	128	86	60	44	
		L/180	-	-	-	-	-	-	-	-	59	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	2020	898	505	323	224	165	126	100	81	
		Φ fb	3205	1425	801	513	356	262	200	158	128	
		L/360	-	-	420	215	125	78	53	37	27	
		L/240	-	-	-	323	187	118	79	55	40	
		L/180	-	-	-	-	-	157	105	74	54	
		L/120	-	-	-	-	-	-	-	-	81	

16/18	

SS	fb / Ω	1336	594	334	214	148	109	84	66	53	
		Φ fb	2120	942	530	339	236	173	132	105	85	
		L/360	-	505	213	109	63	40	27	19	14	
		L/240	-	-	319	163	95	60	40	28	20	
		L/180	-	-	-	-	126	79	53	37	27	
		L/120	-	-	-	-	-	-	80	56	41	

DS	fb / Ω	1658	737	415	265	184	135	104	82	66	
		Φ fb	2631	1169	658	421	292	215	164	130	105	
		L/360	-	-	-	254	147	92	62	43	32	
		L/240	-	-	-	-	-	-	93	65	48	
		L/180	-	-	-	-	-	-	-	-	63	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	2073	921	518	332	230	169	130	102	83	
		Φ fb	3288	1461	822	526	365	268	206	162	132	
		L/360	-	-	454	232	134	85	57	40	29	
		L/240	-	-	-	-	202	127	85	60	44	
		L/180	-	-	-	-	-	-	113	80	58	
		L/120	-	-	-	-	-	-	-	-	-	

Table 72: DGNF-32A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	1364	606	341	218	152	111	85	67	55	
		Φ fb	2164	962	541	346	240	177	135	107	87	
		L/360	-	538	227	116	67	42	28	20	15	
		L/240	-	-	341	174	101	64	43	30	22	
		L/180	-	-	-	-	135	85	57	40	29	
		L/120	-	-	-	-	-	-	85	60	44	

DS	fb / Ω	1694	753	424	271	188	138	106	84	68	
		Φ fb	2688	1195	672	430	299	219	168	133	108	
		L/360	-	-	-	-	160	100	67	47	34	
		L/240	-	-	-	-	-	-	101	71	52	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	2118	941	530	339	235	173	132	105	85	
		Φ fb	3360	1493	840	538	373	274	210	166	134	
		L/360	-	-	493	253	146	92	62	43	32	
		L/240	-	-	-	-	219	138	93	65	47	
		L/180	-	-	-	-	-	-	123	87	63	
		L/120	-	-	-	-	-	-	-	-	-	

Figure 44: 2WHF-36A Pan Perforation Locations	Figure 45: 2WHF-36A Perforation Pattern

Table 73: 2WHF-36A Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to N.A. from Bottom	Top Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.08	0.0359/0.036	50	65	0.906	0.749	0.72	0.537	0.874	
20/18	3.45	0.0359/0.047	50	65	1.014	0.799	0.65	0.541	0.845	
20/16	3.85	0.0359/0.059	50	65	1.132	0.841	0.60	0.547	0.815	
18/20	3.69	0.0478/0.036	50	65	1.085	0.936	0.79	0.698	0.900	
18/18	4.06	0.0478/0.047	50	65	1.193	0.998	0.73	0.708	0.879	
18/16	4.46	0.0478/0.059	50	65	1.310	1.053	0.68	0.716	0.856	
16/20	4.35	0.0598/0.036	50	65	1.279	1.129	0.85	0.864	0.916	
16/18	4.72	0.0598/0.047	50	65	1.387	1.202	0.80	0.881	0.901	
16/16	5.12	0.0598/0.059	50	65	1.504	1.270	0.75	0.898	0.884	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	
Moment of Inertia	
Moment of Inertia	Uniform Load Only	
								Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.408	0.505	0.70	0.563	0.10	0.728	0.604	0.735	0.652	
20/18	0.458	0.511	0.64	0.571	0.90	0.772	0.675	0.781	0.716	
20/16	0.525	0.517	0.60	0.570	0.77	0.812	0.752	0.822	0.782	
18/20	0.613	0.706	0.80	0.677	1.09	0.935	0.760	0.935	0.818	
18/18	0.663	0.719	0.75	0.743	0.98	0.996	0.844	0.997	0.895	
18/16	0.730	0.722	0.69	0.744	0.86	1.054	0.931	1.053	0.972	
16/20	0.837	0.885	0.86	0.801	1.11	1.128	0.928	1.128	0.995	
16/18	0.887	0.897	0.81	0.927	1.03	1.200	1.021	1.200	1.081	
16/16	0.954	0.908	0.77	0.936	0.94	1.268	1.120	1.268	1.170	

Table 74: 2WHF-36A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	630	280	158	101	70	51	39	31	25	
		Φ fb	948	421	237	152	105	77	59	47	38	
		L/360	502	149	63	32	19	12	8	6	4	
		L/240	-	223	94	48	28	18	12	8	6	
		L/180	-	-	125	64	37	23	16	11	8	
		L/120	-	-	-	96	56	35	24	17	12	

DS	fb / Ω	702	312	175	112	78	57	44	35	28	
		Φ fb	1055	469	264	169	117	86	66	52	42	
		L/360	-	-	134	69	40	25	17	12	9	
		L/240	-	-	-	103	60	38	25	18	13	
		L/180	-	-	-	-	-	50	34	24	17	
		L/120	-	-	-	-	-	-	-	-	26	

TS	fb / Ω	877	390	219	140	97	72	55	43	35	
		Φ fb	1319	586	330	211	147	108	82	65	53	
		L/360	840	249	105	54	31	20	13	9	7	
		L/240	-	373	158	81	47	29	20	14	10	
		L/180	-	-	210	108	62	39	26	18	13	
		L/120	-	-	-	-	93	59	39	28	20	

20/18	

SS	fb / Ω	637	283	159	102	71	52	40	31	25	
		Φ fb	958	426	239	153	106	78	60	47	38	
		L/360	533	158	67	34	20	12	8	6	4	
		L/240	-	237	100	51	30	19	13	9	6	
		L/180	-	-	133	68	40	25	17	12	9	
		L/120	-	-	-	-	59	37	25	18	13	

DS	fb / Ω	712	317	178	114	79	58	45	35	28	
		Φ fb	1070	476	268	171	119	87	67	53	43	
		L/360	-	-	147	75	44	27	18	13	9	
		L/240	-	-	-	113	65	41	28	19	14	
		L/180	-	-	-	-	-	55	37	26	19	
		L/120	-	-	-	-	-	-	-	-	28	

TS	fb / Ω	890	396	223	142	99	73	56	44	36	
		Φ fb	1338	595	335	214	149	109	84	66	54	
		L/360	-	274	115	59	34	22	14	10	7	
		L/240	-	-	173	89	51	32	22	15	11	
		L/180	-	-	-	118	68	43	29	20	15	
		L/120	-	-	-	-	-	65	43	30	22	

Table 74: 2WHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	645	287	161	103	72	53	40	32	26	
		Φ fb	969	431	242	155	108	79	61	48	39	
		L/360	561	166	70	36	21	13	9	6	4	
		L/240	-	249	105	54	31	20	13	9	7	
		L/180	-	-	140	72	42	26	18	12	9	
		L/120	-	-	-	-	62	39	26	18	13	

DS	fb / Ω	711	316	178	114	79	58	44	35	28	
		Φ fb	1069	475	267	171	119	87	67	53	43	
		L/360	-	-	161	82	48	30	20	14	10	
		L/240	-	-	-	-	71	45	30	21	15	
		L/180	-	-	-	-	-	-	40	28	21	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	889	395	222	142	99	73	56	44	36	
		Φ fb	1337	594	334	214	149	109	84	66	53	
		L/360	-	298	126	64	37	23	16	11	8	
		L/240	-	-	189	97	56	35	24	17	12	
		L/180	-	-	-	129	75	47	31	22	16	
		L/120	-	-	-	-	-	70	47	33	24	

18/20	

SS	fb / Ω	881	391	220	141	98	72	55	43	35	
		Φ fb	1324	588	331	212	147	108	83	65	53	
		L/360	638	189	80	41	24	15	10	7	5	
		L/240	-	284	120	61	35	22	15	11	8	
		L/180	-	378	160	82	47	30	20	14	10	
		L/120	-	-	-	123	71	45	30	21	15	

DS	fb / Ω	845	376	211	135	94	69	53	42	34	
		Φ fb	1270	564	317	203	141	104	79	63	51	
		L/360	-	-	168	86	50	31	21	15	11	
		L/240	-	-	-	129	75	47	32	22	16	
		L/180	-	-	-	-	-	63	42	30	22	
		L/120	-	-	-	-	-	-	-	-	32	

TS	fb / Ω	1056	469	264	169	117	86	66	52	42	
		Φ fb	1587	706	397	254	176	130	99	78	63	
		L/360	1054	312	132	67	39	25	16	12	8	
		L/240	-	469	198	101	59	37	25	17	13	
		L/180	-	-	264	135	78	49	33	23	17	
		L/120	-	-	-	-	117	74	49	35	25	

Table 74: 2WHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	896	398	224	143	100	73	56	44	36	
		Φ fb	1347	599	337	216	150	110	84	67	54	
		L/360	681	202	85	44	25	16	11	7	5	
		L/240	-	303	128	65	38	24	16	11	8	
		L/180	-	-	170	87	50	32	21	15	11	
		L/120	-	-	-	131	76	48	32	22	16	

DS	fb / Ω	927	412	232	148	103	76	58	46	37	
		Φ fb	1393	619	348	223	155	114	87	69	56	
		L/360	-	-	184	94	55	34	23	16	12	
		L/240	-	-	-	141	82	52	35	24	18	
		L/180	-	-	-	-	-	69	46	32	24	
		L/120	-	-	-	-	-	-	-	-	35	

TS	fb / Ω	1159	515	290	185	129	95	72	57	46	
		Φ fb	1742	774	435	279	194	142	109	86	70	
		L/360	1154	342	144	74	43	27	18	13	9	
		L/240	-	513	216	111	64	40	27	19	14	
		L/180	-	-	288	148	85	54	36	25	18	
		L/120	-	-	-	-	128	81	54	38	28	

18/16	

SS	fb / Ω	901	400	225	144	100	74	56	44	36	
		Φ fb	1354	602	339	217	150	111	85	67	54	
		L/360	719	213	90	46	27	17	11	8	6	
		L/240	-	320	135	69	40	25	17	12	9	
		L/180	-	-	180	92	53	34	22	16	12	
		L/120	-	-	-	138	80	50	34	24	17	

DS	fb / Ω	928	413	232	149	103	76	58	46	37	
		Φ fb	1395	620	349	223	155	114	87	69	56	
		L/360	-	-	200	102	59	37	25	18	13	
		L/240	-	-	-	-	89	56	37	26	19	
		L/180	-	-	-	-	-	75	50	35	26	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1160	516	290	186	129	95	73	57	46	
		Φ fb	1744	775	436	279	194	142	109	86	70	
		L/360	-	371	157	80	46	29	20	14	10	
		L/240	-	-	235	120	70	44	29	21	15	
		L/180	-	-	-	160	93	58	39	27	20	
		L/120	-	-	-	-	-	88	59	41	30	

Table 74: 2WHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	1104	491	276	177	123	90	69	55	44	
		Φ fb	1660	738	415	266	184	136	104	82	66	
		L/360	770	228	96	49	29	18	12	8	6	
		L/240	-	342	144	74	43	27	18	13	9	
		L/180	-	457	193	99	57	36	24	17	12	
		L/120	-	-	-	148	86	54	36	25	18	

DS	fb / Ω	999	444	250	160	111	82	62	49	40	
		Φ fb	1502	668	375	240	167	123	94	74	60	
		L/360	-	-	205	105	61	38	26	18	13	
		L/240	-	-	-	157	91	57	38	27	20	
		L/180	-	-	-	-	-	76	51	36	26	
		L/120	-	-	-	-	-	-	-	-	39	

TS	fb / Ω	1249	555	312	200	139	102	78	62	50	
		Φ fb	1877	834	469	300	209	153	117	93	75	
		L/360	-	380	160	82	48	30	20	14	10	
		L/240	-	-	240	123	71	45	30	21	15	
		L/180	-	-	-	164	95	60	40	28	21	
		L/120	-	-	-	-	-	90	60	42	31	

16/18	

SS	fb / Ω	1119	497	280	179	124	91	70	55	45	
		Φ fb	1682	747	420	269	187	137	105	83	67	
		L/360	820	243	102	52	30	19	13	9	7	
		L/240	-	364	154	79	46	29	19	13	10	
		L/180	-	486	205	105	61	38	26	18	13	
		L/120	-	-	-	157	91	57	38	27	20	

DS	fb / Ω	1156	514	289	185	128	94	72	57	46	
		Φ fb	1738	772	434	278	193	142	109	86	70	
		L/360	-	-	222	114	66	41	28	20	14	
		L/240	-	-	-	171	99	62	42	29	21	
		L/180	-	-	-	-	-	83	56	39	28	
		L/120	-	-	-	-	-	-	-	-	43	

TS	fb / Ω	1445	642	361	231	161	118	90	71	58	
		Φ fb	2172	965	543	348	241	177	136	107	87	
		L/360	1393	413	174	89	52	32	22	15	11	
		L/240	-	619	261	134	77	49	33	23	17	
		L/180	-	-	348	178	103	65	44	31	22	
		L/120	-	-	-	-	155	97	65	46	33	

Table74: 2WHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	1133	504	283	181	126	92	71	56	45	
		Φ fb	1703	757	426	272	189	139	106	84	68	
		L/360	866	257	108	55	32	20	14	10	7	
		L/240	-	385	162	83	48	30	20	14	10	
		L/180	-	-	217	111	64	40	27	19	14	
		L/120	-	-	-	166	96	61	41	29	21	

DS	fb / Ω	1167	519	292	187	130	95	73	58	47	
		Φ fb	1754	780	439	281	195	143	110	87	70	
		L/360	-	-	241	123	71	45	30	21	15	
		L/240	-	-	-	185	107	67	45	32	23	
		L/180	-	-	-	-	-	90	60	42	31	
		L/120	-	-	-	-	-	-	-	-	46	

TS	fb / Ω	1459	648	365	233	162	119	91	72	58	
		Φ fb	2193	974	548	351	244	179	137	108	88	
		L/360	-	447	188	96	56	35	24	17	12	
		L/240	-	-	283	145	84	53	35	25	18	
		L/180	-	-	-	193	112	70	47	33	24	
		L/120	-	-	-	-	-	105	71	50	36	

Figure 46: 3WxHF-36A Pan Perforation Locations	Figure 47: 3WxHF-36A Perforation Pattern

Table 75: 3WxHF-36A Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	
Yield Strength	
Tensile Strength	Gross Section Properties	
					
Area	
Moment of Inertia	Distance to N.A. from Bottom	Top Section Modulus	
Radius of Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sgtop	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.24	0.0359/0.036	50	65	0.952	1.501	1.01	0.703	1.209	
20/18	3.61	0.0359/0.047	50	65	1.060	1.598	0.91	0.712	1.172	
20/16	4.01	0.0359/0.059	50	65	1.177	1.682	0.84	0.723	1.133	
18/20	3.92	0.0478/0.036	50	65	1.151	1.881	1.11	0.922	1.242	
18/18	4.28	0.0478/0.047	50	65	1.259	2.003	1.03	0.937	1.216	
18/16	4.68	0.0478/0.059	50	65	1.376	2.114	0.95	0.948	1.186	
16/20	4.59	0.0598/0.036	50	65	1.348	2.250	1.18	1.125	1.262	
16/18	4.97	0.0598/0.047	50	65	1.460	2.393	1.10	1.147	1.242	
16/16	5.37	0.0598/0.059	50	65	1.577	2.525	1.04	1.173	1.220	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	
Moment of Inertia	
Moment of Inertia	Uniform Load Only	
								Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.379	0.677	0.95	0.720	0.11	1.486	1.187	1.491	1.292	
20/18	0.418	0.680	0.86	0.739	1.28	1.568	1.336	1.578	1.423	
20/16	0.483	0.684	0.81	0.739	1.11	1.633	1.476	1.650	1.545	
18/20	0.589	0.940	1.15	0.931	1.52	1.880	1.514	1.881	1.636	
18/18	0.628	0.953	1.06	0.964	1.38	2.002	1.686	2.002	1.791	
18/16	0.693	0.965	0.99	0.975	1.24	2.112	1.839	2.113	1.931	
16/20	0.821	1.173	1.25	1.137	1.55	2.244	1.843	2.246	1.979	
16/18	0.864	1.192	1.18	1.177	1.43	2.385	2.027	2.387	2.149	
16/16	0.928	1.211	1.12	1.200	1.32	2.516	2.198	2.519	2.307	

Table 76: 3WxHF-36A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/20	

SS	fb / Ω	844	375	211	135	94	69	53	42	34	
		Φ fb	1269	564	317	203	141	104	79	63	51	
		L/360	-	302	127	65	38	24	16	11	8	
		L/240	-	-	191	98	57	36	24	17	12	
		L/180	-	-	-	130	75	47	32	22	16	
		L/120	-	-	-	-	-	-	48	34	24	

DS	fb / Ω	898	399	224	144	100	73	56	44	36	
		Φ fb	1349	600	337	216	150	110	84	67	54	
		L/360	-	-	-	136	79	50	33	23	17	
		L/240	-	-	-	-	-	-	50	35	25	
		L/180	-	-	-	-	-	-	-	-	34	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1122	499	281	180	125	92	70	55	45	
		Φ fb	1687	750	422	270	187	138	105	83	67	
		L/360	-	493	208	107	62	39	26	18	13	
		L/240	-	-	-	160	92	58	39	27	20	
		L/180	-	-	-	-	123	78	52	37	27	
		L/120	-	-	-	-	-	-	-	55	40	

20/18	

SS	fb / Ω	849	377	212	136	94	69	53	42	34	
		Φ fb	1276	567	319	204	142	104	80	63	51	
		L/360	-	319	135	69	40	25	17	12	9	
		L/240	-	-	202	103	60	38	25	18	13	
		L/180	-	-	-	-	80	50	34	24	17	
		L/120	-	-	-	-	-	-	51	35	26	

DS	fb / Ω	921	409	230	147	102	75	58	45	37	
		Φ fb	1385	615	346	222	154	113	87	68	55	
		L/360	-	-	-	-	87	55	37	26	19	
		L/240	-	-	-	-	-	-	55	39	28	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1152	512	288	184	128	94	72	57	46	
		Φ fb	1731	769	433	277	192	141	108	85	69	
		L/360	-	-	229	117	68	43	29	20	15	
		L/240	-	-	-	176	102	64	43	30	22	
		L/180	-	-	-	-	-	86	57	40	29	
		L/120	-	-	-	-	-	-	-	-	44	

Table 76: 3WxHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

20/16	

SS	fb / Ω	853	379	213	136	95	70	53	42	34	
		Φ fb	1282	570	320	205	142	105	80	63	51	
		L/360	-	334	141	72	42	26	18	12	9	
		L/240	-	-	211	108	63	39	26	19	14	
		L/180	-	-	-	-	83	53	35	25	18	
		L/120	-	-	-	-	-	-	53	37	27	

DS	fb / Ω	922	410	230	147	102	75	58	46	37	
		Φ fb	1385	616	346	222	154	113	87	68	55	
		L/360	-	-	-	-	94	59	40	28	20	
		L/240	-	-	-	-	-	-	-	42	30	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1152	512	288	184	128	94	72	57	46	
		Φ fb	1732	770	433	277	192	141	108	86	69	
		L/360	-	-	249	127	74	46	31	22	16	
		L/240	-	-	-	-	111	70	47	33	24	
		L/180	-	-	-	-	-	93	62	44	32	
		L/120	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	1172	521	293	188	130	96	73	58	47	
		Φ fb	1762	783	441	282	196	144	110	87	70	
		L/360	-	381	161	82	48	30	20	14	10	
		L/240	-	-	241	123	71	45	30	21	15	
		L/180	-	-	-	164	95	60	40	28	21	
		L/120	-	-	-	-	-	90	60	42	31	

DS	fb / Ω	1161	516	290	186	129	95	73	57	46	
		Φ fb	1745	776	436	279	194	142	109	86	70	
		L/360	-	-	-	172	100	63	42	30	22	
		L/240	-	-	-	-	-	94	63	44	32	
		L/180	-	-	-	-	-	-	-	-	43	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1451	645	363	232	161	118	91	72	58	
		Φ fb	2182	970	545	349	242	178	136	108	87	
		L/360	-	625	264	135	78	49	33	23	17	
		L/240	-	-	-	202	117	74	49	35	25	
		L/180	-	-	-	-	156	98	66	46	34	
		L/120	-	-	-	-	-	-	-	69	51	

Table 76: 3WxHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

18/18	

SS	fb / Ω	1189	528	297	190	132	97	74	59	48	
		Φ fb	1787	794	447	286	199	146	112	88	71	
		L/360	-	405	171	88	51	32	21	15	11	
		L/240	-	-	256	131	76	48	32	23	16	
		L/180	-	-	-	175	101	64	43	30	22	
		L/120	-	-	-	-	-	96	64	45	33	

DS	fb / Ω	1203	535	301	192	134	98	75	59	48	
		Φ fb	1808	804	452	289	201	148	113	89	72	
		L/360	-	-	-	189	109	69	46	32	24	
		L/240	-	-	-	-	-	-	69	49	35	
		L/180	-	-	-	-	-	-	-	-	47	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1504	668	376	241	167	123	94	74	60	
		Φ fb	2260	1005	565	362	251	185	141	112	90	
		L/360	-	-	289	148	85	54	36	25	18	
		L/240	-	-	-	222	128	81	54	38	28	
		L/180	-	-	-	-	-	108	72	51	37	
		L/120	-	-	-	-	-	-	-	-	55	

18/16	

SS	fb / Ω	1203	535	301	193	134	98	75	59	48	
		Φ fb	1809	804	452	289	201	148	113	89	72	
		L/360	-	427	180	92	53	34	23	16	12	
		L/240	-	-	271	138	80	50	34	24	17	
		L/180	-	-	-	185	107	67	45	32	23	
		L/120	-	-	-	-	-	-	68	47	35	

DS	fb / Ω	1216	540	304	195	135	99	76	60	49	
		Φ fb	1828	812	457	292	203	149	114	90	73	
		L/360	-	-	-	-	118	74	50	35	25	
		L/240	-	-	-	-	-	-	74	52	38	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1520	676	380	243	169	124	95	75	61	
		Φ fb	2285	1015	571	366	254	187	143	113	91	
		L/360	-	-	311	159	92	58	39	27	20	
		L/240	-	-	-	239	138	87	58	41	30	
		L/180	-	-	-	-	-	116	78	55	40	
		L/120	-	-	-	-	-	-	-	-	60	

Table 76: 3WxHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/20	

SS	fb / Ω	1463	650	366	234	163	119	91	72	59	
		Φ fb	2199	977	550	352	244	179	137	109	88	
		L/360	-	454	192	98	57	36	24	17	12	
		L/240	-	-	288	147	85	54	36	25	18	
		L/180	-	-	-	196	114	72	48	34	25	
		L/120	-	-	-	-	-	107	72	50	37	

DS	fb / Ω	1418	630	355	227	158	116	89	70	57	
		Φ fb	2132	948	533	341	237	174	133	105	85	
		L/360	-	-	-	208	121	76	51	36	26	
		L/240	-	-	-	-	-	114	76	54	39	
		L/180	-	-	-	-	-	-	-	-	52	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1773	788	443	284	197	145	111	88	71	
		Φ fb	2665	1184	666	426	296	218	167	132	107	
		L/360	-	756	319	163	94	59	40	28	20	
		L/240	-	-	-	245	142	89	60	42	31	
		L/180	-	-	-	-	189	119	80	56	41	
		L/120	-	-	-	-	-	-	-	84	61	

16/18	

SS	fb / Ω	1487	661	372	238	165	121	93	73	59	
		Φ fb	2235	993	559	358	248	182	140	110	89	
		L/360	-	483	204	104	60	38	25	18	13	
		L/240	-	-	306	157	91	57	38	27	20	
		L/180	-	-	-	209	121	76	51	36	26	
		L/120	-	-	-	-	-	114	76	54	39	

DS	fb / Ω	1468	652	367	235	163	120	92	72	59	
		Φ fb	2206	980	551	353	245	180	138	109	88	
		L/360	-	-	-	226	131	82	55	39	28	
		L/240	-	-	-	-	-	-	83	58	42	
		L/180	-	-	-	-	-	-	-	-	57	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1835	815	459	294	204	150	115	91	73	
		Φ fb	2757	1226	689	441	306	225	172	136	110	
		L/360	-	-	346	177	103	65	43	30	22	
		L/240	-	-	-	266	154	97	65	46	33	
		L/180	-	-	-	-	-	129	87	61	44	
		L/120	-	-	-	-	-	-	-	-	66	

Table 76: 3WxHF-36A Out-of-Plane Capacities (continued) Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			4' - 0"	6' - 0"	8' - 0"	10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	

16/16	

SS	fb / Ω	1510	671	378	242	168	123	94	75	60	
		Φ fb	2270	1009	568	363	252	185	142	112	91	
		L/360	-	510	215	110	64	40	27	19	14	
		L/240	-	-	322	165	96	60	40	28	21	
		L/180	-	-	-	220	127	80	54	38	28	
		L/120	-	-	-	-	-	120	81	57	41	

DS	fb / Ω	1497	665	374	240	166	122	94	74	60	
		Φ fb	2250	1000	563	360	250	184	141	111	90	
		L/360	-	-	-	-	141	89	59	42	30	
		L/240	-	-	-	-	-	-	89	62	46	
		L/180	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	1872	832	468	299	208	153	117	92	75	
		Φ fb	2813	1250	703	450	313	230	176	139	113	
		L/360	-	-	372	190	110	69	46	33	24	
		L/240	-	-	-	285	165	104	70	49	36	
		L/180	-	-	-	-	-	139	93	65	48	
		L/120	-	-	-	-	-	-	-	-	71	

Figure 48:  4.5D-12AW Perforation Locations	Figure 49: Perforation Pattern

Table 77: 4.5D-12AW Acustadek Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20	2.51	0.0350	40	55	0.738	2.722	2.67	0.991	1.805	
18	3.45	0.0470	40	55	1.013	3.611	2.66	1.316	1.799	
16	4.30	0.0590	40	55	1.264	4.480	2.66	1.632	1.793	
14	5.43	0.0750	40	55	1.595	5.606	2.68	2.034	1.786	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20	0.486	0.927	2.13	0.963	2.74	2.424	2.721	2.523	2.721	
18	0.763	1.390	2.32	1.304	2.69	3.412	3.611	3.478	3.611	
16	1.071	1.596	2.68	1.760	2.48	4.438	4.486	4.452	4.484	
14	1.528	2.065	2.64	2.065	2.64	5.608	5.608	5.607	5.607	

Table 78: 4.5D-12AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20	

SS	fb / Ω	148	103	76	58	46	37	31	26	22	19	16	
		Φ fb	235	163	120	92	73	59	49	41	35	30	26	
		L/360	110	64	40	27	19	14	10	8	6	5	4	
		L/240	-	96	60	40	28	21	16	12	9	8	6	
		L/180	-	-	-	54	38	28	21	16	13	10	8	
		L/120	-	-	-	-	-	-	-	24	19	15	12	

DS	fb / Ω	154	107	78	60	47	38	32	27	23	20	17	
		Φ fb	244	169	124	95	75	61	50	42	36	31	27	
		L/360	-	-	-	-	46	33	25	19	15	12	10	
		L/240	-	-	-	-	-	-	-	-	23	18	15	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	192	133	98	75	59	48	40	33	28	25	21	
		Φ fb	305	212	156	119	94	76	63	53	45	39	34	
		L/360	-	-	89	59	42	30	23	18	14	11	9	
		L/240	-	-	-	-	-	46	34	26	21	17	14	
		L/180	-	-	-	-	-	-	-	-	28	22	18	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18	

SS	fb / Ω	222	154	113	87	69	56	46	39	33	28	25	
		Φ fb	352	245	180	138	109	88	73	61	52	45	39	
		L/360	152	88	55	37	26	19	14	11	9	7	6	
		L/240	-	132	83	56	39	28	21	16	13	10	8	
		L/180	-	-	111	74	52	38	29	22	17	14	11	
		L/120	-	-	-	-	-	-	43	33	26	21	17	

DS	fb / Ω	208	145	106	81	64	52	43	36	31	27	23	
		Φ fb	330	229	169	129	102	83	68	57	49	42	37	
		L/360	-	-	-	-	63	46	34	26	21	17	14	
		L/240	-	-	-	-	-	-	-	-	-	25	20	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	260	181	133	102	80	65	54	45	38	33	29	
		Φ fb	413	287	211	161	127	103	85	72	61	53	46	
		L/360	-	-	122	82	58	42	32	24	19	15	12	
		L/240	-	-	-	-	-	63	47	36	29	23	19	
		L/180	-	-	-	-	-	-	-	-	38	31	25	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 78: 4.5D-12AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16	

SS	fb / Ω	255	177	130	100	79	64	53	44	38	33	28	
		Φ fb	404	281	206	158	125	101	84	70	60	52	45	
		L/360	195	113	71	47	33	24	18	14	11	9	7	
		L/240	-	169	106	71	50	36	27	21	17	13	11	
		L/180	-	-	-	95	67	49	37	28	22	18	14	
		L/120	-	-	-	-	-	-	-	42	33	27	22	

DS	fb / Ω	281	195	143	110	87	70	58	49	42	36	31	
		Φ fb	446	310	227	174	138	111	92	77	66	57	50	
		L/360	-	-	-	-	80	59	44	34	27	21	17	
		L/240	-	-	-	-	-	-	-	-	40	32	26	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	351	244	179	137	108	88	73	61	52	45	39	
		Φ fb	557	387	284	218	172	139	115	97	82	71	62	
		L/360	-	-	156	105	74	54	40	31	24	20	16	
		L/240	-	-	-	-	-	81	60	47	37	29	24	
		L/180	-	-	-	-	-	-	-	-	49	39	32	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

14	

SS	fb / Ω	330	229	168	129	102	82	68	57	49	42	37	
		Φ fb	523	363	267	204	161	131	108	91	77	67	58	
		L/360	245	142	89	60	42	31	23	18	14	11	9	
		L/240	-	213	134	90	63	46	35	27	21	17	14	
		L/180	-	-	-	120	84	61	46	35	28	22	18	
		L/120	-	-	-	-	-	-	-	53	42	33	27	

DS	fb / Ω	330	229	168	129	102	82	68	57	49	42	37	
		Φ fb	523	363	267	204	161	131	108	91	77	67	58	
		L/360	-	-	-	-	101	74	55	43	34	27	22	
		L/240	-	-	-	-	-	-	-	-	-	40	33	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	412	286	210	161	127	103	85	72	61	53	46	
		Φ fb	654	454	334	255	202	163	135	114	97	83	73	
		L/360	-	-	197	132	93	68	51	39	31	25	20	
		L/240	-	-	-	-	-	101	76	59	46	37	30	
		L/180	-	-	-	-	-	-	-	-	-	49	40	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Figure 50:  6D-12AW Perforation Locations	Figure 51: Perforation Pattern

Table 79: 6D-12AW Acustadek Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20	2.74	0.0350	40	55	0.805	5.278	3.55	1.445	2.379	
18	3.76	0.0470	40	55	1.106	7.016	3.51	1.922	2.372	
16	4.70	0.0590	40	55	1.381	8.720	3.51	2.389	2.366	
14	5.93	0.0750	40	55	1.743	10.937	3.51	2.996	2.358	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20	0.489	1.311	2.76	1.321	3.81	4.727	5.264	4.910	5.269	
18	0.771	2.016	3.06	1.885	3.58	6.627	7.014	6.757	7.014	
16	1.087	2.514	3.27	2.363	3.55	8.611	8.719	8.647	8.719	
14	1.561	3.042	3.46	2.973	3.53	10.941	10.935	10.940	10.935	

Table 80: 6D-12AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20	

SS	fb / Ω	209	145	107	82	65	52	43	36	31	27	23	
		Φ fb	332	231	169	130	103	83	69	58	49	42	37	
		L/360	-	124	78	52	37	27	20	16	12	10	8	
		L/240	-	-	-	79	55	40	30	23	18	15	12	
		L/180	-	-	-	-	-	-	40	31	24	20	16	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	211	146	108	82	65	53	44	37	31	27	23	
		Φ fb	335	232	171	131	103	84	69	58	50	43	37	
		L/360	-	-	-	-	-	-	-	-	29	24	19	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	264	183	135	103	81	66	54	46	39	34	29	
		Φ fb	418	290	213	163	129	105	86	73	62	53	46	
		L/360	-	-	-	-	81	59	44	34	27	22	18	
		L/240	-	-	-	-	-	-	-	-	-	32	26	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18	

SS	fb / Ω	322	224	164	126	99	80	67	56	48	41	36	
		Φ fb	511	355	261	200	158	128	106	89	76	65	57	
		L/360	295	171	108	72	51	37	28	21	17	13	11	
		L/240	-	-	161	108	76	55	42	32	25	20	16	
		L/180	-	-	-	-	-	74	55	43	34	27	22	
		L/120	-	-	-	-	-	-	-	-	-	40	33	

DS	fb / Ω	301	209	154	118	93	75	62	52	45	38	33	
		Φ fb	477	332	244	186	147	119	99	83	71	61	53	
		L/360	-	-	-	-	-	-	-	51	40	32	26	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	376	261	192	147	116	94	78	65	56	48	42	
		Φ fb	597	414	304	233	184	149	123	104	88	76	66	
		L/360	-	-	-	-	112	81	61	47	37	30	24	
		L/240	-	-	-	-	-	-	-	-	56	45	36	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 80: 6D-12AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16	

SS	fb / Ω	401	279	205	157	124	100	83	70	59	51	45	
		Φ fb	637	442	325	249	197	159	132	111	94	81	71	
		L/360	378	219	138	92	65	47	35	27	22	17	14	
		L/240	-	-	-	138	97	71	53	41	32	26	21	
		L/180	-	-	-	-	-	94	71	55	43	34	28	
		L/120	-	-	-	-	-	-	-	-	-	-	42	

DS	fb / Ω	377	262	193	147	116	94	78	66	56	48	42	
		Φ fb	599	416	305	234	185	150	124	104	89	76	67	
		L/360	-	-	-	-	-	-	-	-	52	41	34	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	472	328	241	184	146	118	97	82	70	60	52	
		Φ fb	748	520	382	292	231	187	155	130	111	95	83	
		L/360	-	-	-	-	143	104	78	60	47	38	31	
		L/240	-	-	-	-	-	-	-	-	-	57	46	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

14	

SS	fb / Ω	486	337	248	190	150	121	100	84	72	62	54	
		Φ fb	771	535	393	301	238	193	159	134	114	98	86	
		L/360	478	277	174	117	82	60	45	35	27	22	18	
		L/240	-	-	-	175	123	90	67	52	41	33	27	
		L/180	-	-	-	-	-	120	90	69	54	44	35	
		L/120	-	-	-	-	-	-	-	-	-	-	53	

DS	fb / Ω	475	330	242	185	147	119	98	82	70	61	53	
		Φ fb	753	523	384	294	232	188	156	131	111	96	84	
		L/360	-	-	-	-	-	-	-	-	66	52	43	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	593	412	303	232	183	148	123	103	88	76	66	
		Φ fb	941	654	480	368	291	235	195	163	139	120	105	
		L/360	-	-	-	-	181	132	99	76	60	48	39	
		L/240	-	-	-	-	-	-	-	-	-	72	59	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Figure 52:  7.5D-12AW Perforation Locations	Figure 53: Perforation Pattern

Table 81: 7.5D-12AW Acustadek Panel Properties

Gauge No.	

Weight	
Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20	2.97	0.0350	40	55	0.871	8.848	4.32	1.946	2.379	
18	4.08	0.0470	40	55	1.199	11.773	4.33	2.591	2.372	
16	5.10	0.0590	40	55	1.498	14.643	4.33	3.222	2.366	
14	6.44	0.0750	40	55	1.892	18.392	4.34	4.030	2.358	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20	0.489	1.652	3.16	1.501	5.10	8.006	8.383	8.287	8.538	
18	0.771	2.683	3.82	2.214	4.80	11.111	11.418	11.332	11.536	
16	1.087	3.364	4.06	2.936	4.64	14.426	14.454	14.498	14.517	
14	1.561	4.087	4.29	3.887	4.49	18.404	18.377	18.400	18.382	

Table 82: 7.5D-12AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20	

SS	fb / Ω	264	183	135	103	81	66	55	46	39	34	29	
		Φ fb	419	291	214	163	129	105	86	73	62	53	47	
		L/360	-	-	132	88	62	45	34	26	21	16	13	
		L/240	-	-	-	-	-	-	51	39	31	25	20	
		L/180	-	-	-	-	-	-	-	-	-	33	27	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	240	166	122	94	74	60	50	42	35	31	27	
		Φ fb	380	264	194	148	117	95	79	66	56	48	42	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	300	208	153	117	92	75	62	52	44	38	33	
		Φ fb	475	330	242	186	147	119	98	82	70	61	53	
		L/360	-	-	-	-	-	-	-	-	-	36	30	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18	

SS	fb / Ω	428	298	219	167	132	107	89	74	63	55	48	
		Φ fb	680	472	347	266	210	170	140	118	101	87	76	
		L/360	-	287	180	121	85	62	47	36	28	23	18	
		L/240	-	-	-	-	127	93	70	54	42	34	28	
		L/180	-	-	-	-	-	-	-	72	56	45	37	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	354	246	180	138	109	88	73	61	52	45	39	
		Φ fb	561	390	286	219	173	140	116	97	83	72	62	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	442	307	225	173	136	110	91	77	65	56	49	
		Φ fb	701	487	358	274	216	175	145	122	104	89	78	
		L/360	-	-	-	-	-	-	-	-	62	50	40	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 82: 7.5D-12AW Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16	

SS	fb / Ω	537	373	274	210	166	134	111	93	79	69	60	
		Φ fb	852	592	435	333	263	213	176	148	126	109	95	
		L/360	-	367	231	155	109	79	60	46	36	29	23	
		L/240	-	-	-	-	163	119	89	69	54	43	35	
		L/180	-	-	-	-	-	-	-	92	72	58	47	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	469	326	239	183	145	117	97	81	69	60	52	
		Φ fb	744	517	379	291	230	186	154	129	110	95	83	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	586	407	299	229	181	147	121	102	87	75	65	
		Φ fb	930	646	474	363	287	232	192	161	138	119	103	
		L/360	-	-	-	-	-	-	-	101	80	64	52	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

14	

SS	fb / Ω	653	453	333	255	201	163	135	113	97	83	73	
		Φ fb	1035	719	528	404	320	259	214	180	153	132	115	
		L/360	-	-	293	196	138	101	76	58	46	37	30	
		L/240	-	-	-	-	-	151	113	87	69	55	45	
		L/180	-	-	-	-	-	-	-	-	92	73	60	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	621	431	317	242	192	155	128	108	92	79	69	
		Φ fb	985	684	502	385	304	246	203	171	146	126	109	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	776	539	396	303	239	194	160	135	115	99	86	
		Φ fb	1231	855	628	481	380	308	254	214	182	157	137	
		L/360	-	-	-	-	-	-	-	128	101	81	66	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Figure 54:  4.5DF-24A Perforation Locations	Figure 55: Perforation Pattern

Table 83: 4.5DF-24A Acustadek Panel Properties

Gauge No.	

Weight	

Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	3.89	0.0359/0.036	50	65	1.144	4.574	1.96	1.712	1.972	
20/18	4.36	0.0359/0.047	50	65	1.281	5.039	1.77	1.749	1.947	
20/16	4.83	0.0359/0.059	50	65	1.418	5.416	1.62	1.777	1.911	
18/20	4.75	0.0478/0.036	50	65	1.397	5.583	2.16	2.246	1.979	
18/18	5.22	0.0478/0.047	50	65	1.534	6.162	1.98	2.300	1.977	
18/16	5.69	0.0478/0.059	50	65	1.671	6.649	1.83	2.341	1.960	
16/20	5.61	0.0598/0.036	50	65	1.648	6.511	2.29	2.731	1.973	
16/18	6.08	0.0598/0.047	50	65	1.787	7.186	2.13	2.817	1.984	
16/16	6.55	0.0598/0.059	50	65	1.924	7.761	2.00	6.754	1.981	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.385	1.200	1.49	1.084	0.10	4.041	3.471	4.219	3.839	
20/18	0.436	1.219	1.30	1.390	2.66	4.399	4.017	4.612	4.357	
20/16	0.507	1.218	1.20	1.724	2.45	4.620	4.504	4.885	4.808	
18/20	0.619	1.814	1.89	1.350	2.90	5.193	4.372	5.323	4.776	
18/18	0.670	1.869	1.71	1.667	2.74	5.725	4.979	5.870	5.373	
18/16	0.741	1.907	1.56	2.005	2.59	6.179	5.559	6.335	5.922	
16/20	0.898	2.457	2.11	1.637	2.91	6.331	5.247	6.391	5.668	
16/18	0.951	2.544	1.97	1.948	2.79	6.976	5.904	7.046	6.331	
16/16	1.022	2.603	1.84	2.308	2.65	7.526	6.558	7.605	6.959	

Table 84: 4.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/20	

SS	fb / Ω	239	166	122	94	74	60	49	42	35	31	27	
		Φ fb	360	250	184	141	111	90	74	62	53	46	40	
		L/360	184	107	67	45	32	23	17	13	10	8	7	
		L/240	-	160	101	68	47	35	26	20	16	13	10	
		L/180	-	-	-	90	63	46	35	27	21	17	14	
		L/120	-	-	-	-	-	-	-	40	31	25	20	

DS	fb / Ω	216	150	110	85	67	54	45	38	32	28	24	
		Φ fb	325	226	166	127	100	81	67	56	48	41	36	
		L/360	-	-	-	-	-	-	42	32	25	20	16	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	270	188	138	106	83	68	56	47	40	34	30	
		Φ fb	406	282	207	159	125	102	84	71	60	52	45	
		L/360	-	-	-	99	70	51	38	29	23	19	15	
		L/240	-	-	-	-	-	-	-	44	35	28	23	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	243	169	124	95	75	61	50	42	36	31	27	
		Φ fb	366	254	187	143	113	91	76	63	54	47	41	
		L/360	202	117	73	49	35	25	19	15	11	9	7	
		L/240	-	-	110	74	52	38	28	22	17	14	11	
		L/180	-	-	-	-	69	50	38	29	23	18	15	
		L/120	-	-	-	-	-	-	-	-	34	28	22	

DS	fb / Ω	278	193	142	108	86	69	57	48	41	35	31	
		Φ fb	417	290	213	163	129	104	86	72	62	53	46	
		L/360	-	-	-	-	83	61	46	35	28	22	18	
		L/240	-	-	-	-	-	-	-	-	-	33	27	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	347	241	177	136	107	87	72	60	51	44	39	
		Φ fb	521	362	266	204	161	130	108	91	77	67	58	
		L/360	-	-	162	109	76	56	42	32	25	20	16	
		L/240	-	-	-	-	-	83	63	48	38	30	25	
		L/180	-	-	-	-	-	-	-	-	51	41	33	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 84: 4.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/16	

SS	fb / Ω	243	169	124	95	75	61	50	42	36	31	27	
		Φ fb	365	254	186	143	113	91	76	63	54	47	41	
		L/360	214	124	78	52	37	27	20	15	12	10	8	
		L/240	-	-	117	78	55	40	30	23	18	15	12	
		L/180	-	-	-	-	73	53	40	31	24	19	16	
		L/120	-	-	-	-	-	-	-	-	-	29	24	

DS	fb / Ω	344	239	176	134	106	86	71	60	51	44	38	
		Φ fb	517	359	264	202	160	129	107	90	76	66	57	
		L/360	-	-	-	126	88	64	48	37	29	23	19	
		L/240	-	-	-	-	-	-	-	56	44	35	29	
		L/180	-	-	-	-	-	-	-	-	-	-	38	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	380	264	194	148	117	95	79	66	56	48	42	
		Φ fb	571	397	291	223	176	143	118	99	84	73	63	
		L/360	-	-	172	115	81	59	44	34	27	21	17	
		L/240	-	-	-	-	-	88	66	51	40	32	26	
		L/180	-	-	-	-	-	-	-	-	54	43	35	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	362	251	185	141	112	91	75	63	54	46	40	
		Φ fb	544	378	278	213	168	136	112	95	81	69	60	
		L/360	233	135	85	57	40	29	22	17	13	11	9	
		L/240	349	202	127	85	60	44	33	25	20	16	13	
		L/180	-	-	170	114	80	58	44	34	26	21	17	
		L/120	-	-	-	-	-	87	66	50	40	32	26	

DS	fb / Ω	270	187	138	105	83	67	56	47	40	34	30	
		Φ fb	405	281	207	158	125	101	84	70	60	52	45	
		L/360	-	-	-	-	-	-	53	41	32	26	21	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	337	234	172	132	104	84	70	58	50	43	37	
		Φ fb	506	352	258	198	156	127	105	88	75	65	56	
		L/360	-	-	-	125	88	64	48	37	29	23	19	
		L/240	-	-	-	-	-	-	-	56	44	35	29	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 84: 4.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

18/18	

SS	fb / Ω	373	259	190	146	115	93	77	65	55	48	41	
		Φ fb	561	389	286	219	173	140	116	97	83	72	62	
		L/360	257	148	93	63	44	32	24	19	15	12	10	
		L/240	-	223	140	94	66	48	36	28	22	18	14	
		L/180	-	-	187	125	88	64	48	37	29	23	19	
		L/120	-	-	-	-	-	-	72	56	44	35	29	

DS	fb / Ω	333	231	170	130	103	83	69	58	49	42	37	
		Φ fb	500	347	255	195	154	125	103	87	74	64	56	
		L/360	-	-	-	-	-	77	58	45	35	28	23	
		L/240	-	-	-	-	-	-	-	-	-	42	34	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	416	289	212	162	128	104	86	72	62	53	46	
		Φ fb	625	434	319	244	193	156	129	109	92	80	69	
		L/360	-	-	206	138	97	71	53	41	32	26	21	
		L/240	-	-	-	-	-	-	80	61	48	39	31	
		L/180	-	-	-	-	-	-	-	-	-	52	42	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	381	264	194	149	117	95	79	66	56	49	42	
		Φ fb	572	397	292	224	177	143	118	99	85	73	64	
		L/360	277	160	101	68	47	35	26	20	16	13	10	
		L/240	-	240	151	101	71	52	39	30	24	19	15	
		L/180	-	-	-	135	95	69	52	40	32	25	21	
		L/120	-	-	-	-	-	-	78	60	47	38	31	

DS	fb / Ω	400	278	204	156	124	100	83	69	59	51	44	
		Φ fb	602	418	307	235	186	150	124	104	89	77	67	
		L/360	-	-	-	-	114	83	63	48	38	30	25	
		L/240	-	-	-	-	-	-	-	-	57	46	37	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	500	347	255	195	154	125	103	87	74	64	56	
		Φ fb	752	522	384	294	232	188	155	131	111	96	84	
		L/360	-	-	223	149	105	76	57	44	35	28	23	
		L/240	-	-	-	-	-	115	86	66	52	42	34	
		L/180	-	-	-	-	-	-	-	-	70	56	45	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 84: 4.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/20	

SS	fb / Ω	490	340	250	192	151	123	101	85	73	63	54	
		Φ fb	737	512	376	288	227	184	152	128	109	94	82	
		L/360	279	162	102	68	48	35	26	20	16	13	10	
		L/240	419	242	153	102	72	52	39	30	24	19	16	
		L/180	-	323	204	136	96	70	52	40	32	25	21	
		L/120	-	-	-	-	144	105	79	61	48	38	31	

DS	fb / Ω	327	227	167	128	101	82	68	57	48	42	36	
		Φ fb	491	341	251	192	152	123	101	85	73	63	55	
		L/360	-	-	-	-	-	-	63	49	38	31	25	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	408	284	208	160	126	102	84	71	60	52	45	
		Φ fb	614	426	313	240	189	153	127	107	91	78	68	
		L/360	-	-	-	150	106	77	58	45	35	28	23	
		L/240	-	-	-	-	-	-	-	67	53	42	34	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	508	353	259	198	157	127	105	88	75	65	56	
		Φ fb	763	530	389	298	236	191	158	133	113	97	85	
		L/360	308	178	112	75	53	38	29	22	18	14	11	
		L/240	462	267	168	113	79	58	43	33	26	21	17	
		L/180	-	-	224	150	106	77	58	45	35	28	23	
		L/120	-	-	-	-	-	115	87	67	53	42	34	

DS	fb / Ω	389	270	198	152	120	97	80	67	58	50	43	
		Φ fb	584	406	298	228	180	146	121	101	86	75	65	
		L/360	-	-	-	-	-	93	70	54	42	34	27	
		L/240	-	-	-	-	-	-	-	-	-	-	41	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	486	337	248	190	150	121	100	84	72	62	54	
		Φ fb	730	507	373	285	225	183	151	127	108	93	81	
		L/360	-	-	248	166	117	85	64	49	39	31	25	
		L/240	-	-	-	-	-	-	96	74	58	46	38	
		L/180	-	-	-	-	-	-	-	-	-	62	50	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 84: 4.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/16	

SS	fb / Ω	520	361	265	203	160	130	107	90	77	66	58	
		Φ fb	781	542	398	305	241	195	161	136	116	100	87	
		L/360	332	192	121	81	57	42	31	24	19	15	12	
		L/240	499	289	182	122	85	62	47	36	28	23	18	
		L/180	-	-	242	162	114	83	62	48	38	30	25	
		L/120	-	-	-	-	-	125	94	72	57	45	37	

DS	fb / Ω	461	320	235	180	142	115	95	80	68	59	51	
		Φ fb	692	481	353	270	214	173	143	120	102	88	77	
		L/360	-	-	-	-	137	100	75	58	46	36	30	
		L/240	-	-	-	-	-	-	-	-	-	55	44	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	576	400	294	225	178	144	119	100	85	73	64	
		Φ fb	865	601	442	338	267	216	179	150	128	110	96	
		L/360	-	-	267	179	126	92	69	53	42	33	27	
		L/240	-	-	-	-	-	138	103	80	63	50	41	
		L/180	-	-	-	-	-	-	-	-	83	67	54	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Figure 56:  6DF-24A Perforation Locations	Figure 57: Perforation Pattern

Table 85: 6DF-24A Acustadek Panel Properties

Gauge No.	

Weight	

Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	4.25	0.0359/0.036	50	65	1.249	8.531	2.65	2.432	2.582	
20/18	4.72	0.0359/0.047	50	65	1.386	9.391	2.40	2.487	2.560	
20/16	5.18	0.0359/0.059	50	65	1.523	10.099	2.20	2.535	2.524	
18/20	5.23	0.0478/0.036	50	65	1.538	10.424	2.89	3.183	2.581	
18/18	5.70	0.0478/0.047	50	65	1.675	11.479	2.67	3.270	2.586	
18/16	6.17	0.0478/0.059	50	65	1.812	12.376	2.48	3.327	2.573	
16/20	6.21	0.0598/0.036	50	65	1.825	12.237	2.65	3.463	2.567	
16/18	6.68	0.0598/0.047	50	65	1.964	13.459	2.45	3.600	2.588	
16/16	7.15	0.0598/0.059	50	65	2.101	14.444	2.68	4.097	2.591	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.383	1.663	1.95	1.590	0.10	7.508	6.562	7.849	7.218	
20/18	0.428	1.676	1.70	1.982	3.48	8.121	7.508	8.544	8.136	
20/16	0.490	1.684	1.56	2.412	3.28	8.560	8.429	9.073	8.985	
18/20	0.622	2.595	2.51	1.975	3.76	9.795	8.256	10.005	8.979	
18/18	0.667	2.666	2.25	2.373	3.60	10.810	9.317	11.033	10.038	
18/16	0.729	2.726	2.04	2.833	3.44	11.663	10.417	11.900	11.070	
16/20	0.908	3.526	2.85	2.393	3.80	11.853	9.951	11.981	10.713	
16/18	0.955	3.644	2.67	2.793	3.67	13.015	11.100	13.163	11.886	
16/16	1.018	3.733	2.50	3.269	3.52	14.024	12.282	14.164	13.002	

Table 86: 6DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/20	

SS	fb / Ω	332	230	169	130	102	83	69	58	49	42	37	
		Φ fb	499	346	255	195	154	125	103	87	74	64	55	
		L/360	-	199	125	84	59	43	32	25	20	16	13	
		L/240	-	-	-	126	88	64	48	37	29	23	19	
		L/180	-	-	-	-	-	-	64	50	39	31	25	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	317	220	162	124	98	79	66	55	47	40	35	
		Φ fb	477	331	243	186	147	119	99	83	71	61	53	
		L/360	-	-	-	-	-	-	-	-	-	38	31	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	397	276	202	155	122	99	82	69	59	51	44	
		Φ fb	596	414	304	233	184	149	123	104	88	76	66	
		L/360	-	-	-	-	-	95	71	55	43	34	28	
		L/240	-	-	-	-	-	-	-	-	-	-	42	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	335	232	171	131	103	84	69	58	49	43	37	
		Φ fb	503	349	257	196	155	126	104	87	74	64	56	
		L/360	-	216	136	91	64	47	35	27	21	17	14	
		L/240	-	-	-	-	96	70	53	41	32	26	21	
		L/180	-	-	-	-	-	-	-	54	42	34	28	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	396	275	202	155	122	99	82	69	59	50	44	
		Φ fb	595	413	303	232	184	149	123	103	88	76	66	
		L/360	-	-	-	-	-	-	-	65	51	41	33	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	495	343	252	193	153	124	102	86	73	63	55	
		Φ fb	743	516	379	290	229	186	154	129	110	95	83	
		L/360	-	-	-	-	141	103	77	60	47	38	31	
		L/240	-	-	-	-	-	-	-	-	70	56	46	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 86: 6DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/16	

SS	fb / Ω	336	233	172	131	104	84	69	58	50	43	37	
		Φ fb	505	351	258	197	156	126	104	88	75	64	56	
		L/360	-	229	145	97	68	50	37	29	23	18	15	
		L/240	-	-	-	-	102	74	56	43	34	27	22	
		L/180	-	-	-	-	-	-	-	57	45	36	29	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	481	334	246	188	149	120	99	84	71	61	53	
		Φ fb	724	503	369	283	223	181	150	126	107	92	80	
		L/360	-	-	-	-	-	119	90	69	54	44	35	
		L/240	-	-	-	-	-	-	-	-	-	-	53	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	525	365	268	205	162	131	109	91	78	67	58	
		Φ fb	790	548	403	308	244	197	163	137	117	101	88	
		L/360	-	-	-	-	150	109	82	63	50	40	32	
		L/240	-	-	-	-	-	-	-	-	75	60	49	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	518	360	264	202	160	130	107	90	77	66	58	
		Φ fb	779	541	397	304	240	195	161	135	115	99	87	
		L/360	437	253	159	107	75	55	41	32	25	20	16	
		L/240	-	-	239	160	112	82	62	47	37	30	24	
		L/180	-	-	-	-	150	109	82	63	50	40	32	
		L/120	-	-	-	-	-	-	-	-	75	60	49	

DS	fb / Ω	394	274	201	154	122	99	81	68	58	50	44	
		Φ fb	592	411	302	231	183	148	122	103	88	76	66	
		L/360	-	-	-	-	-	-	-	-	-	48	39	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	493	342	251	192	152	123	102	86	73	63	55	
		Φ fb	740	514	378	289	229	185	153	129	110	94	82	
		L/360	-	-	-	-	-	121	91	70	55	44	36	
		L/240	-	-	-	-	-	-	-	-	-	-	54	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 86: 6DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

18/18	

SS	fb / Ω	532	370	271	208	164	133	110	92	79	68	59	
		Φ fb	800	555	408	312	247	200	165	139	118	102	89	
		L/360	482	279	176	118	83	60	45	35	27	22	18	
		L/240	-	-	264	177	124	90	68	52	41	33	27	
		L/180	-	-	-	-	-	121	91	70	55	44	36	
		L/120	-	-	-	-	-	-	-	-	-	66	54	

DS	fb / Ω	474	329	242	185	146	118	98	82	70	60	53	
		Φ fb	712	494	363	278	220	178	147	124	105	91	79	
		L/360	-	-	-	-	-	-	-	-	66	53	43	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	592	411	302	231	183	148	122	103	88	76	66	
		Φ fb	890	618	454	348	275	222	184	154	132	113	99	
		L/360	-	-	-	-	182	133	100	77	61	48	39	
		L/240	-	-	-	-	-	-	-	-	-	73	59	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	544	378	278	213	168	136	112	94	80	69	60	
		Φ fb	818	568	417	319	252	204	169	142	121	104	91	
		L/360	520	301	190	127	89	65	49	38	30	24	19	
		L/240	-	-	-	190	134	98	73	56	44	36	29	
		L/180	-	-	-	-	-	130	98	75	59	47	39	
		L/120	-	-	-	-	-	-	-	-	-	-	58	

DS	fb / Ω	565	393	288	221	175	141	117	98	84	72	63	
		Φ fb	850	590	434	332	262	212	176	148	126	108	94	
		L/360	-	-	-	-	-	-	-	91	71	57	46	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	707	491	361	276	218	177	146	123	105	90	79	
		Φ fb	1062	738	542	415	328	266	219	184	157	135	118	
		L/360	-	-	-	-	197	143	108	83	65	52	43	
		L/240	-	-	-	-	-	-	-	-	98	78	64	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 86: 6DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/20	

SS	fb / Ω	704	489	359	275	217	176	145	122	104	90	78	
		Φ fb	1058	735	540	413	326	264	219	184	156	135	118	
		L/360	524	303	191	128	90	65	49	38	30	24	19	
		L/240	-	455	286	192	135	98	74	57	45	36	29	
		L/180	-	-	-	256	180	131	98	76	60	48	39	
		L/120	-	-	-	-	-	-	-	114	89	72	58	

DS	fb / Ω	478	332	244	187	147	119	99	83	71	61	53	
		Φ fb	718	499	366	280	222	179	148	125	106	92	80	
		L/360	-	-	-	-	-	-	-	-	-	57	47	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	597	415	305	233	184	149	123	104	88	76	66	
		Φ fb	897	623	458	351	277	224	185	156	133	114	100	
		L/360	-	-	-	-	-	144	109	84	66	53	43	
		L/240	-	-	-	-	-	-	-	-	-	-	64	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	727	505	371	284	224	182	150	126	108	93	81	
		Φ fb	1093	759	558	427	337	273	226	190	162	139	121	
		L/360	575	333	210	140	99	72	54	42	33	26	21	
		L/240	-	499	314	211	148	108	81	62	49	39	32	
		L/180	-	-	-	281	197	144	108	83	65	52	43	
		L/120	-	-	-	-	-	-	-	125	98	79	64	

DS	fb / Ω	558	387	284	218	172	139	115	97	82	71	62	
		Φ fb	838	582	428	327	259	209	173	145	124	107	93	
		L/360	-	-	-	-	-	-	-	-	79	63	51	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	697	484	356	272	215	174	144	121	103	89	77	
		Φ fb	1047	727	534	409	323	262	216	182	155	134	116	
		L/360	-	-	-	-	-	159	119	92	72	58	47	
		L/240	-	-	-	-	-	-	-	-	-	87	71	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 86: 6DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)	
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/16	

SS	fb / Ω	745	517	380	291	230	186	154	129	110	95	83	
		Φ fb	1120	778	571	437	346	280	231	194	166	143	124	
		L/360	619	358	226	151	106	77	58	45	35	28	23	
		L/240	-	-	338	227	159	116	87	67	53	42	34	
		L/180	-	-	-	-	212	155	116	90	70	56	46	
		L/120	-	-	-	-	-	-	-	-	106	85	69	

DS	fb / Ω	652	453	333	255	201	163	135	113	97	83	72	
		Φ fb	981	681	500	383	303	245	203	170	145	125	109	
		L/360	-	-	-	-	-	-	-	108	85	68	55	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	815	566	416	319	252	204	168	142	121	104	91	
		Φ fb	1226	851	625	479	378	306	253	213	181	156	136	
		L/360	-	-	-	-	234	171	128	99	78	62	51	
		L/240	-	-	-	-	-	-	-	-	117	93	76	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Figure 58:  7.5DF-24A Perforation Locations	Figure 59: Perforation Pattern

Table 87: 7.5DF-24A Acustadek Panel Properties

Gauge No.	

Weight	

Base Metal Thickness	

Yield Strength	

Tensile Strength	Gross Section Properties	

Area	
Moment of  Inertia	Distance to N.A. from Bottom	
Section Modulus	
Radius of   Gyration	
	w	t	Fy	Fu	Ag	Ig	yb	Sg	r	
	psf	in	ksi	ksi	in2/ft	in4/ft	in	in3/ft	in	
20/20	4.61	0.0359/0.036	50	65	1.354	13.913	3.34	3.208	3.171	
20/18	5.07	0.0359/0.047	50	65	1.491	15.304	3.05	3.295	3.157	
20/16	5.54	0.0359/0.059	50	65	1.628	16.464	2.81	3.359	3.122	
18/20	5.71	0.0478/0.036	50	65	1.679	17.028	3.62	4.200	3.161	
18/18	6.18	0.0478/0.047	50	65	1.816	18.710	3.36	4.311	3.175	
18/16	6.65	0.0478/0.059	50	65	1.953	20.152	3.14	4.401	3.168	
16/20	6.81	0.0598/0.036	50	65	2.002	19.951	3.81	5.124	3.139	
16/18	7.29	0.0598/0.047	50	65	2.141	21.858	3.58	5.282	3.170	
16/16	6.81	0.0598/0.059	50	65	2.002	19.951	3.81	5.124	3.180	

Gauge No.	Effective Section Modulus for Bending	Effective Moment of Inertia for Deflection	
	at Fy	at Service Load	
	
Area	
Section Modulus	Distance to N.A. from Bottom	
Section Modulus	Distance to N.A. from Bottom	Moment of  Inertia	Moment of  Inertia	Uniform Load Only	
								
Id = (2Ie+Ig)/3	
	Ae+	Se+	yb	Se-	yb	Ie+	Ie-	I+	I-	
	in2/ft	in3/ft	in	in3/ft	in	in4/ft	in4/ft	in4/ft	in4/ft	
20/20	0.381	2.116	2.38	2.133	0.10	12.109	10.722	12.710	11.786	
20/18	0.422	2.137	2.09	2.658	4.24	13.086	12.306	13.825	13.305	
20/16	0.479	22.059	1.92	3.196	4.05	13.810	13.787	14.695	14.679	
18/20	0.622	3.395	3.05	2.677	4.56	16.172	13.570	16.457	14.722	
18/18	0.664	3.508	2.76	3.194	4.40	17.786	15.299	18.094	16.436	
18/16	0.720	3.515	2.51	3.738	4.24	18.918	16.985	19.329	18.040	
16/20	0.913	4.655	3.59	3.231	4.61	19.410	16.343	19.590	17.546	
16/18	0.957	4.339	3.32	3.744	4.50	21.326	18.224	21.503	19.435	
16/16	0.913	4.655	3.59	3.231	4.61	19.410	16.343	19.590	17.546	

Table 88: 7.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/20	

SS	fb / Ω	422	293	215	165	130	106	87	73	62	54	47	
		Φ fb	635	441	324	248	196	159	131	110	94	81	71	
		L/360	-	-	202	136	95	69	52	40	32	25	21	
		L/240	-	-	-	-	-	104	78	60	47	38	31	
		L/180	-	-	-	-	-	-	-	-	-	51	41	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	426	296	217	166	131	106	88	74	63	54	47	
		Φ fb	640	444	326	250	197	160	132	111	95	82	71	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	532	370	271	208	164	133	110	92	79	68	59	
		Φ fb	800	555	408	312	247	200	165	139	118	102	89	
		L/360	-	-	-	-	-	-	-	89	70	56	45	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

20/18	

SS	fb / Ω	427	296	218	167	132	107	88	74	63	54	47	
		Φ fb	641	445	327	250	198	160	132	111	95	82	71	
		L/360	-	-	-	148	104	76	57	44	34	28	22	
		L/240	-	-	-	-	-	-	85	66	52	41	34	
		L/180	-	-	-	-	-	-	-	-	-	-	45	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	531	368	271	207	164	133	110	92	78	68	59	
		Φ fb	797	554	407	312	246	199	165	138	118	102	89	
		L/360	-	-	-	-	-	-	-	-	-	66	54	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	663	461	338	259	205	166	137	115	98	85	74	
		Φ fb	997	692	509	389	308	249	206	173	147	127	111	
		L/360	-	-	-	-	-	-	125	96	76	61	49	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 88: 7.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

20/16	

SS	fb / Ω	4403	3058	2246	1720	1359	1101	910	764	651	562	489	
		Φ fb	6618	4596	3376	2585	2043	1654	1367	1149	979	844	735	
		L/360	642	372	234	157	110	80	60	46	37	29	24	
		L/240	963	557	351	235	165	120	90	70	55	44	36	
		L/180	1284	743	468	314	220	161	121	93	73	59	48	
		L/120	1927	1115	702	470	330	241	181	139	110	88	71	

DS	fb / Ω	638	443	325	249	197	159	132	111	94	81	71	
		Φ fb	959	666	489	375	296	240	198	166	142	122	107	
		L/360	-	-	-	-	-	-	-	-	88	70	57	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	797	554	407	311	246	199	165	138	118	102	89	
		Φ fb	1198	832	611	468	370	300	248	208	177	153	133	
		L/360	-	-	-	-	243	177	133	103	81	65	52	
		L/240	-	-	-	-	-	-	-	-	-	97	79	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/20	

SS	fb / Ω	678	471	346	265	209	169	140	118	100	86	75	
		Φ fb	1019	707	520	398	314	255	210	177	151	130	113	
		L/360	-	416	262	176	123	90	68	52	41	33	27	
		L/240	-	-	-	263	185	135	101	78	61	49	40	
		L/180	-	-	-	-	-	-	135	104	82	66	53	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	534	371	273	209	165	134	110	93	79	68	59	
		Φ fb	803	558	410	314	248	201	166	139	119	102	89	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	668	464	341	261	206	167	138	116	99	85	74	
		Φ fb	1004	697	512	392	310	251	207	174	148	128	112	
		L/360	-	-	-	-	-	-	-	115	90	72	59	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 88: 7.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

18/18	

SS	fb / Ω	700	486	357	274	216	175	145	122	104	89	78	
		Φ fb	1052	731	537	411	325	263	217	183	156	134	117	
		L/360	-	458	288	193	136	99	74	57	45	36	29	
		L/240	-	-	-	-	203	148	111	86	67	54	44	
		L/180	-	-	-	-	-	-	-	114	90	72	59	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	638	443	325	249	197	159	132	111	94	81	71	
		Φ fb	958	666	489	374	296	240	198	166	142	122	106	
		L/360	-	-	-	-	-	-	-	-	-	-	71	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	797	553	407	311	246	199	165	138	118	102	89	
		Φ fb	1198	832	611	468	370	299	248	208	177	153	133	
		L/360	-	-	-	-	-	-	164	126	99	79	65	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

18/16	

SS	fb / Ω	702	487	358	274	217	175	145	122	104	89	78	
		Φ fb	1055	732	538	412	326	264	218	183	156	135	117	
		L/360	-	-	308	206	145	106	79	61	48	38	31	
		L/240	-	-	-	-	-	158	119	92	72	58	47	
		L/180	-	-	-	-	-	-	-	-	96	77	63	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	746	518	381	291	230	187	154	130	110	95	83	
		Φ fb	1122	779	572	438	346	280	232	195	166	143	125	
		L/360	-	-	-	-	-	-	-	-	-	93	75	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	933	648	476	364	288	233	193	162	138	119	104	
		Φ fb	1402	974	715	548	433	350	290	243	207	179	156	
		L/360	-	-	-	-	-	233	175	135	106	85	69	
		L/240	-	-	-	-	-	-	-	-	-	-	104	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 88: 7.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)
Gauge No.	Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/20	

SS	fb / Ω	929	645	474	363	287	232	192	161	137	119	103	
		Φ fb	1397	970	713	546	431	349	289	242	207	178	155	
		L/360	856	495	312	209	147	107	80	62	49	39	32	
		L/240	-	-	468	314	220	161	121	93	73	59	48	
		L/180	-	-	-	-	-	214	161	124	97	78	63	
		L/120	-	-	-	-	-	-	-	-	-	117	95	

DS	fb / Ω	645	448	329	252	199	161	133	112	95	82	72	
		Φ fb	969	673	494	379	299	242	200	168	143	124	108	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	806	560	411	315	249	202	167	140	119	103	90	
		Φ fb	1211	841	618	473	374	303	250	210	179	155	135	
		L/360	-	-	-	-	-	-	-	137	108	86	70	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

16/18	

SS	fb / Ω	866	601	442	338	267	217	179	150	128	110	96	
		Φ fb	1302	904	664	509	402	325	269	226	193	166	145	
		L/360	-	544	342	229	161	117	88	68	53	43	35	
		L/240	-	-	-	-	242	176	132	102	80	64	52	
		L/180	-	-	-	-	-	-	177	136	107	86	70	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

DS	fb / Ω	747	519	381	292	231	187	154	130	111	95	83	
		Φ fb	1123	780	573	439	347	281	232	195	166	143	125	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	934	649	477	365	288	234	193	162	138	119	104	
		Φ fb	1404	975	716	548	433	351	290	244	208	179	156	
		L/360	-	-	-	-	-	-	-	150	118	94	77	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

Table 88: 7.5DF-24A Out-of-Plane Capacities
Inward Allowable (fb/Ω) and Factored (Φfb) Distributed Load (lbf/ft2)

Gauge No.	
Span	Limit Condition	Panel Span (Support Spacing)	
			10' - 0"	12' - 0"	14' - 0"	16' - 0"	18' - 0"	20' - 0"	22' - 0"	24' - 0"	26' - 0"	28' - 0"	30' - 0"	

16/16	

SS	fb / Ω	929	645	474	363	287	232	192	161	137	119	103	
		Φ fb	1397	970	713	546	431	349	289	242	207	178	155	
		L/360	856	495	312	209	147	107	80	62	49	39	32	
		L/240	-	-	468	314	220	161	121	93	73	59	48	
		L/180	-	-	-	-	-	214	161	124	97	78	63	
		L/120	-	-	-	-	-	-	-	-	-	117	95	

DS	fb / Ω	645	448	329	252	199	161	133	112	95	82	72	
		Φ fb	969	673	494	379	299	242	200	168	143	124	108	
		L/360	-	-	-	-	-	-	-	-	-	-	-	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

TS	fb / Ω	806	560	411	315	249	202	167	140	119	103	90	
		Φ fb	1211	841	618	473	374	303	250	210	179	155	135	
		L/360	-	-	-	-	-	-	-	137	108	86	70	
		L/240	-	-	-	-	-	-	-	-	-	-	-	
		L/180	-	-	-	-	-	-	-	-	-	-	-	
		L/120	-	-	-	-	-	-	-	-	-	-	-	

CALIFORNIA SUPPLEMENT
ASC STEEL DECK
A Division of ASC Profiles, Inc. 2110 Enterprise Blvd.
West Sacramento, CA 95691 (800) 360-2477
www.ascprofiles.com

STEEL ROOF DECK
CSI Sections:
05 30 00 Metal Decking
05 31 00 Steel Decking
05 31 23 Steel Roof Decking

RECOGNITION

ASC Profiles Steel Roof Decks described in ER-0161 were evaluated for use as structural roof decking. The structural properties of the ASC Profiles Steel Roof Decks were evaluated for compliance with the following codes:
2019 California Building Code (CBC)
2016 California Building Code (CBC)

ADDITIONAL REQUIREMENTS

Special Inspections are required in accordance with CBC Section 1705.2 or 1705A.2, Steel Construction.

Structural Observation is required in accordance with 2019 CBC Section 1704.6 or 1704A.6.

Products listed in this report that are under the jurisdiction of the California Department of the State Architect (DSA) or California Occupational Safety and Office of Statewide Health Planning and Development (OSHPD) are subject to agency specific review by DSA or OSHPD, respectively.

Diaphragm deflections shall not exceed the permitted relative deflection of walls between the diaphragm level and the floor below. The flexibility limitations shown in Table 1604A.4 of the California Building Code may be used as a guide in lieu of a rational analysis of the anticipated deflections.

For projects under the jurisdiction of DSA or OSHPD, the minimum base steel thickness shall be 0.0359 inches (0.9 mm), except for single-story open

structures, where the steel deck is not used as a diaphragm and there are no suspended hangers or bracing for nonstructural components attached to the deck.

3.0 SUBSTANTIATING DATA

Data in accordance with IAPMO-ES EC 007-2019, Evaluation Criteria for Steel Composite, Non-Composite and Roof Deck Construction. Test results are from laboratories in compliance with ISO/IEC 17025.

For additional information about this evaluation report please visit www.uniform-es.org or email at us info@uniform-es.org

CITY OF LOS ANGELES SUPPLEMENT

ASC STEEL DECK
A Division of ASC Profiles, Inc. 2110 Enterprise Blvd.
West Sacramento, CA 95691 (800) 360-2477
www.ascprofiles.com

STEEL ROOF DECK
CSI Sections:
05 30 00 Metal Decking
05 31 00 Steel Decking
05 31 23 Steel Roof Decking

RECOGNITION

The ASC Profiles Steel Roof Decks recognized in IAPMO UES ER-161 and ER-161 California Supplement comply with the following LABC and LARC codes, subject to the limitations in Section 2.0 of this supplement.

2017 City of Los Angeles Building Code (LABC)
2017 City of Los Angeles Residential Code (LABC)

LIMITATIONS

Special Inspections are required in accordance with LABC Section 1705.2, Steel Construction.

Structural Observation is required in accordance with LABC Section 1704.6.

Calculations and details demonstrating that the loads applied to the decks comply with this report shall be submitted to the Department of Building and Safety for approval. In accordance with LABC Section 106.3.3.2, calculations and drawings shall be prepared and stamped by an engineer or architect licensed by the State of California for the type of service performed except as otherwise permitted by the Department of Building and Safety.

In accordance with LABC Section 106.3.3.3, for buildings exceeding 160 feet in height, (49 m) calculations and drawings shall be prepared and stamped by a structural engineer licensed by the State of California.

Mill certifications or test data shall be submitted to the Department of Building and Safety, when requested to verify the deck material specifications.

Steel Roof Decks shall be galvanized when used exposed to the weather.

The drawings shall include deck panel length and cross-section details; fastener and weld details at supports, diaphragm boundaries, shear transfer elements, and seams, where required; and design shears.

Deck boundary attachment shall be as designed, but shall not less than 3 feet along sides parallel to flutes, and 4 feet along ends.

Any changes in design shall be approved by the building design engineer and by Structural Plan Check of the Department of Building and Safety.

ASTM A653 SS Grade 33 and A1008 SS Grade 33 minimum steel yield and tensile strengths shall be 38ksi and 52 ksi, respectively.

In the tables in ER-161, the specified quantity of puddle welds is required for each deck panel at each support location.

Less-than-full-width deck panels shall be designed to transfer all shear loads in diaphragm construction.

In accordance with Section 1705.2 of Los Angeles Building Code, deputy building inspectors shall perform special inspection of welding in deck panels for use in diaphragms.

Decks shall be welded by Los Angeles City certified light gage welders, who shall demonstrate to the Deputy Inspectors their ability to achieve satisfactory welding results. Samples simulating the steel decks welded to framing shall be prepared for inspection. A satisfactory weld is indicated by tearing in the deck material or by proper weld fusion area being displayed, as the sample is twisted.

Cellular panels shall be welded in a Los Angeles City licensed fabrication facility.

The tables in ER-161 do not apply to loads that are predominately vibratory, such as for operation of heavy machinery, reciprocating motors and moving loads and large concentrated loads shall be analyzed and designed by an engineer or architect licensed by the State of California for the type of service performed except as otherwise permitted by the Department of Building and Safety the to support these loads accordingly.

Tabulated values for diaphragm shear shall not be increased one-third for seismic or wind loading.
This Los Angeles City Supplement remains in effect as long as it is available on the IAPMO UES website posted with its parent report, ER-161.

For additional information about this evaluation report please visit www.uniform-es.org or email at us info@uniform-es.org