Number: 161. Originally Issued: 06/24/2010 Revised: 08/03/2017 Valid Through: 06/30/2018

ASC STEEL DECK STEEL ROOF DECK CSI Section: 05 30 00 Metal Decking 05 31 00 Steel Decking 05 31 23 Steel Roof Decking 1.0 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: 2015 International Building Code (IBC) 20 International Building Code (IBC) 2009 International Building Code (IBC) 200 International Building Code (IBC) 201 and 2013 California Building Code (CBC) See supplement on Page 5 2.0 LIMITATIONS Use of the ASC Profiles Steel Roof Decks described in this report is subject to the following limitations: 2.1 Special Inspections are required in accordance with 2015 and 20 IBC Section 1705.2 or 2009 and 200 IBC Section 170.3, Steel Construction. 2.2 Structural Observation is required in accordance with 2015 IBC Section 170., 20 IBC Section 170.5, or 2009 and 200 IBC Section 1710. 2.3 The use of the deck as a transfer diaphragm, categorized as an out-of-plane offset vertical irregularity, in accordance with ASCE 7-10 Table.3-1(), within a seismic force resisting system is beyond the scope of this report. 2. Fatigue loads, fire 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 predominately cyclic in nature unless a registered design professional submits substantiating calculations to the Building Official in accordance with AISI S100 Chapter G. 2.5 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. 2.5.1 Out-of-plane load capacities that fall outside the uniform load tables described in Section 2.5 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. 2.5.2 Reactions at supports and at concentrated loads resulting in load conditions that fall outside the scope of the uniform reactions tables in Section 2.5 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. 2.5.3 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. 2. 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. 2..1 Total Perforation Acustadek : The diaphragm shear for total perforated profile, designated AT, has a reduced shear capacity compared to the non-perforated version of the deck profile. Diaphragm allowable shear,, and factored shear, for the non-perforated version of the profile shall be reduced by 15 percent (0.5 and 0.5 ) for the AT profile. The diaphragm flexibility is the same as the non-perforated profile. 2..2 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. 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 10.11. This document shall only be reproduced in its entirety. Copyright 2017 by International Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-77-IESRPT Fax: 909.72.171 web: www.uniform-es.org 755 East Philadelphia Street, Ontario, California 9171-21 USA Page 1 of 5

2..3 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. 2.7 Cellular decks are assembled in West Sacramento, California with inpsections by QAI Laboratories. 3.0 PRODUCT USE 3.1 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. 3.2 Design: Steel decks may resist out-of-plane loads and in-plane loads as specified in Tables 7, 13, 15, 19, 22, 2, 2, 2, 31, 3, and 3 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: a. 5 pounds per square foot (2.15 kpa) for eave overhang. b. 30 pounds per square foot (1. kpa) for all other roof areas. Deflections resulting from out-of-plane load shall comply with Section 10.3 of the IBC. In addition to the loads specified in IBC Chapter 1, deck shall be evaluated for strength under the following minimum construction and maintenance load combinations: a. 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) b. Load and Resistance Factor Design 1.2 wdd + 1. Plc (Eq. 2) In addition to the service loads specified in IBC Chapter 1, cantilever spans shall be evaluated for strength under the following minimum construction and maintenance load combinations: a. 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. 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 b. Load and Resistance Factor Design 1.2 wdd + 1. wlcc + 1. Plc (Eq. ) 3.3 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 102 of the IBC, the diaphragm length and width shall be limited by one of the following: 1) engineering mechanics 2) the applied loads, 3) shear capacity of the diaphragm, ) the diaphragm shear deflection limited by the requirements of ASCE 7 in Sections.. titled, Story Drift Determination and. 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. 3. 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. 3.5 Penetrations: 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. 3. 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 30. Page 2 of 5

.0 PRODUCT DESCRIPTION.1 Product Information: All decks are fluted sections cold-formed from steel sheets. Galvanized decks are manufactured from ASTM A53 minimum Grade 0 steel for B decks and minimum Grade 50 steel for the N decks. Prime painted steel decks are manufactured from ASTM A100 Grade 0 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 G0 (Z0) 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 should 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..2 Roof Deck (Non-Cellular): Standard non-cellular roof deck types are DGB-3, DGN-32, and NN-32. Steel Roof Deck profile types DGB-3 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..3 Roof Deck (Cellular): The F designator in the profile name is used to indicate cellular roof decks (e.g. DGBF-3). The cellular profiles included in this report are DGBF-3 and DGNF-32. 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-3AW, DGBF-3A, and N- 32AT). The Acustadek profiles included in this report are DGB-3AW, DGB-3AT, DGBF-3A, DGN-32AW, DGN- 32AT, DGNF-32A, N-32AW, and N-32AT. Additional details are given in Figures to 23 of this report. and engaging all three layers of the standing seam side lap of the steel deck..5.2 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 J7, and have a galvanized finish. All fasteners shall have a valid, current Evaluation Report issued by an approved and accredited evaluation service..5.3 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 0 ksi (13.7 MPa)..5. Power Driven Fasteners: Mechanical power-driven 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-11). or IAPMO ER-11.0 SUBSTANTIATING DATA Data in accordance with IAPMO-ES EC 007-2015, Evaluation Criteria for Steel Composite, Non-Composite and Roof Deck Construction. Test results are from laboratories in compliance with ISO/IEC 17025..5 Roof Deck Connections.5.1 DeltaGrip : The DeltaGrip side seam attachment system is designated by decks having the DG prefix. A DeltaGrip seam attachment is comprised of three 3/-inchwide (9.5 mm) 0-degree triangular tabs punching through Page 3 of 5

7.0 CONTACT INFORMATION ASC Steel Deck A Division of ASC Profiles, Inc. 2110 Enterprise Blvd. West Sacramento, CA 9591 (00) 30-277 www.ascprofiles.com.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. 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 Page of 5

General Notes for Tables Section Properties... 7 Out-of-Plane Load Tables... Figure 1 Inward Uniform Distributed Load... Allowable and Factored Reactions Table... 9 Figure 2A Web Crippling Bearing Length and Support Condition... 9 Diaphragm Shear and Flexibility Tables... 10 Table 1 Factors from Table D5 of the 2007 North American Specification For the Design of Cold-Formed Steel Structural Members... 10 Figure 2B Diaphragm Shear Deflection Equations... Diaphragm Connections... 13 Deck Sheet End Details... 13 Figure 3 Butted Deck Condition... 13 Figure End Lapped Deck Condition... 13 Arc Spot and Seam Welds... 13 Figure 5 Arch Spot Weld... 13 Figure Arc Seam Weld... 13 Table 2 Weld Nominal Strength... 1 Screw and Power-Driven Fasteners to Supports... 15 Table 3 Properties of Mechanical Fasteners... 15 Figure 7 Pneutek Fastener... 15 Figure Self Drilling Screw... 15 Figure 9 Drive Height for Hilti Nails... 1 Table Mechanical Fastener Nominal Strength... 1 Deck Side Lap Connections... 17 Figure 10 Side Lap Connection Spacing... 17 Figure 11 Side Lap Screw... 17 Figure DeltaGrip Side Lap Detail... Acustadek Options... 1-1/2 Roof Deck Profiles DGB-3 & DGBF-3... 19 Figure 13 DGB-3 Profile... 19 Figure 1 DGBF-3 Profile... 19 Figure 15 DGB-3 & DGBF-3 Attachment Patterns... 19 Figure 1 3/7/ Attachment Pattern... 19 Table 5 DGB-3 Properties... 20 Table DGB-3 & DGBF-3 Reactions at Supports... 20 Table 7 DGB-3 Out-of-Plane Capacities... 21 Table DGBF-3 Properties... 23 Table 9 Out-of-Plane Capacities... 2 Table 10 DGB-3 and DGBF-3 Shear and Flexibility... 29 3 Roof Deck Profiles DGN-32, N-32 & DGNF-32... 5 Figure 17 DGN-32 Profile... 5 Figure DGNF-32... 5 Figure 19 NN-32 Profile... 5 Figure 20 32/5 Attachment Pattern... 5 Table 11 DGN-32-3, NN-32 Properties... Table DGN-32, NN-32 & DGNF-32 Web Crippling... Table 13 DGN-32, NS-23 Out-of-Plane Capacities... 7 Table 1 DGNF-32 Properties... 9 Page 5 of 5

Table 15 DGNF-32 Out-of-Plane Capacities... 70 Table 1 DGN-32 and DGNF-32 Shear and Flexibility... 75 Table 17 NN-32 Shear and Flexibility... 3 Acustadek Options DGB-3AW Acustadek Web Perforation... 91 Figure DGB-3AW Perforation Locations... 91 Figure 19 DGB-3AW Perforation Pattern... 91 Table DGB-3AW Properties... 91 Table 19 DGB-3AW Out-of-Plane Capacities... 92 DGB-3AT Acustadek Total Perforation... 9 Figure 20 DGB-3AT Perforation Locations... 9 Figure 21 DGB-3AT Perforation Pattern... 9 Table 21 DGB-3AT Properties... 9 Table 22 DGB-3AT Out-of-Plane Capacities... 95 DGBF-3A Cellular Acustadek Pan Perforation... 97 Figure 22 DGBF-3A Perforation Locations... 97 Figure 23 DGF-3A Perforation Pattern... 97 Table 23 DGBF-3A Properties... 97 Table 2 DGBF-3A Out-of-Plane Capacities... 9 DGN-32AW Profile and Perforation Drawings... 103 Figure 2 DGN-32AW Perforation Locations... 103 Figure 25 DGN-32AW Perforation Pattern... 103 Table 25 DGN-32AW Properties... 103 Table 2 DGN-32AW Out-of-Plane Capacities... 10 DGN-32AT Profile and Perforation Drawings... 10 Figure 2 DGN-32AW Perforation Locations... 10 Figure 27 DGN-32AW Perforation Pattern... 10 Table 27 DGN-32AW Properties... 10 Table 2 DGN-32AW Out-of-Plane Capacities... 107 DGNF-32A Profile and Perforation Drawings... 109 Figure 29 DGNF-32A Perforation Locations... 109 Figure 30 DGNF-32A Perforation Pattern... 109 Table 30 DGNF-32A Properties... 109 Table 31 DGNF-32A Out-of-Plane Capacities... 110 1-1/2 Roof Deck Profiles DGB-3 & DGBF-3... 115 Figure 31 DGB-3 Profile & DGBF-3 Profile... 115 Table 32 DGB-3 & DGBN-3 Panel Properties for Grade 50 Steel... 115 Table 33 DGB-3 & DGBF-3 Reactions at Supports for Grade 50 Steel... 11 Table 3 DGB-3 Out-of-Plane Capacities for Grade 50 Steel... 117 Table 35 DGBF-3 Panel Properties for Grade 50 Steel... 119 Table 3 DGBF-3 Out-of-Plane Capacities for Grade 50 Steel... 0 Page of 5

General Notes The following sections of the general notes apply to all steel decks included in this report. For SI: 1 inch = 25. mm; 1 foot = 305 mm; 1 lbf =. N; 1 psi =.95 MPa; 1 psf = 7. N/m 2 ; 1 plf = 1.5939 N/m; 1 in 2 /ft = 2117 mm 2 /m; 1 in 3 /ft = 53773 mm 3 /m; 1 in /ft = 13533 mm /m Section Properties Tables 1. 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). 2. 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. 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 of this report. The following section properties apply to non-standard base metal thickness as noted below: DGN-32 NN-32 Base metal thickness Section Modulus Se+ Section Modulus Se- Effective Section Properties at Service Load Effective Moment Effective Moment Uniform Load Only of of Inertia Inertia Id+ Id- Ie+ Ie- in 3 /ft in 3 /ft in /ft in /ft in /ft in /ft 1 0.00 0. 0.937 1.575 1.575 1.575 1.55 0.03 0.71 0.723 1.23 1.301 1.2 1.293 20 0.035 0.52 0.50 0.1 0.93 0.92 0.953 22 0.030 0.352 0.02 0.705 0.72 0.71 0.75 Page 7 of 5

Uniform Out-of-Plane Load Tables Figure 1: Inward Uniform Distributed Load 1. 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. 2. 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. 3. 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.. 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. 5. 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 Sections 2.5 and 2. of this report shall be referenced for loading conditions other than uniform distributed load. Page of 5

Allowable and Factored Reactions Tables Figure 2A: Web Crippling Bearing Length and Support Condition 1. 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. 2. The allowable, Rn/ and LRFD factored Rn web crippling strengths at supports are calculated in accordance with Section C3. 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. 3. Reactions exceeding, or for conditions other than a uniform distributed load shall be determined by the registered design professional in accordance with Section C3. 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. 5. The cellular deck section properties listed within this report are based on a riveted beam/pan which provides more conservative design values vs resistance welded cellular deck. Cellular deck designations "F" (welded) and "Fr" (riveted) can be used interchangeably. Page 9 of 5

Diaphragm Shear and Flexibility Tables 1. 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. 2. 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. 3. 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 backed out of the allowable of factored shear and the appropriate factor from Table D5 for wind loading applied. ASD LRFD S S n a (Eq-1) Sf S n (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 20 North American Specification for the Design of Cold-Formed Steel Structural Members (AISI S100) Load Type or Combinations Including Factors of Safety and Resistance Factors for Diaphragms Limit State Connection Type 1 Connection Related Panel Buckling 2 USA and USA and Mexico Canada Mexico Canada Ωd Φd Φd Ωd Φd Φd (ASD) (LRFD) (LSD) (ASD) (LRFD) (LSD) Earthquake Welds 3.00 0.55 0.55 2.00 0.0 0.75 Screws 2.50 0.5 0.5 Wind Welds 2.35 0.70 0.70 Screws All Others Welds 2.5 0.0 0.0 Screws 2.50 0.5 0.5 Note: 1) For power-driven fasteners Ωd and Φd are consistant with the Table D5 values for screws and results of tests 2) Panel buckling is out-of-plane and not local buckling at fasteners Page 10 of 5

5. 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. Connector shear strengths are presented in the diaphragm connections section of the general notes. ASD LRFD Q Q s a (Eq-3) Qf Qs (Eq-5) Qa in Q f s (Eq-) S ft s in (Eq-) a S ft f 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. 7. Determination of Diaphragm Shear (Web) Deflections shall be based on the flexibility factor, F, in 10 - in/lbs and equations of engineering mechanics. The flexibility factor, F, is determined by one of the following equations, in the format presented below. Where: F = c1+c2r or F = c1-c2r (Eq-7) R=Lv/L (Eq-) 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. Page 11 of 5

Figure 2B: Diaphragm Shear Deflection Equations Diaphragm In-Plane Shear (Web) Deflection Equations Type of Loading Loading Condition Web Shear Deflection Simple Beam at Center Uniform Load, w w 2 wl bg ' Simple Beam at L1 Uniform Load, w w ve L G' 1 Simple Beam at center Point Load, P w PL bg' Simple Beam at 1/3 points Point Loads, P w PL 3bG' Cantilever Beam at End Uniform Load, w w 2 WL 2bG' Cantilever Beam at End Point Load, P w PL bg' Relations ship between the flexibility and stiffness factors b = Depth of diaphragm (ft) F = Flexibility factor (micro in/lbs) G = Stiffness factor (kips/in) L = Diaphragm Length (ft) L1 = Distance to point were deflection is calculated (ft) 1000 F G' P = Concentrated load (lbs) qave = Average diaphragm shear (lbs/ft) w = Uniform load (lbs/ft) Δw = Web deflection (in.) Page of 5

Deck Sheet End Details Figure 3: Butted Deck Condition Figure : End Lapped Deck Condition 1. Steel decks may be butted at supports or end-lapped. The standard end lap is a 2-inch overlap with a tolerance of +/-1/2 inch. The minimum 1-1/2-inch overlap (2-inch standard less ½-inch tolerance) is required. Overlaps greater than 2-1/2 inches do not affect diaphragm performance but are more difficult to install. 2. The minimum edge distance for self-drilling screws and power-driven fasteners (pins/nails) is ½ inch. 3. 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 1. Arc spot and arc seam welds to supporting members are shown in Figures 5 and of this report, respectively. Figure 5: Arch Spot Weld (weld to support) Figure : Arc Seam Weld (weld to support) 2. The supporting steel member shall be thicker than the thickness of the steel deck being welded to the supporting member. 3. Arc spot and arc seam weld nominal shear and tension nominal strength are shown in Table 2 of this report. Page 13 of 5

Deck Profile B, DGB BF, DGBF Table 2: Weld Nominal Strength Nominal Capacity for B decks (0 ksi) Arc Spot (puddle) Weld Arc Seam Weld (1/2 in effective diameter) (3/ in x 1 in effective width and length) Shear (lbs) Tensile (lbs) Shear (lbs) 22 211 20 309 20 2955 22 3751 710 3207 5075 1 510 395 52 20/20 9 71 20/ 735 5335 9217 20/1 3 02 1071 /20 79 537 932 / 3 075 10701 /1 3 95 23 1/20 3 1 1027 1/ 3 95 23 1/1 3 77 1317 Deck Profile N, DGN NF, DGNF Nominal Capacity for N decks (50 ksi) Arc Spot (puddle) Weld Arc Seam Weld (1/2 in effective diameter) (3/ in x 1 in effective width and length) Shear (lbs) Tensile (lbs) Shear (lbs) 22 21 2310 373 20 33 2755 5701 3 3 1 723 3 05 20/20 0 5290 951 20/ 3 019 11521 20/1 3 2 13392 /20 3 07 110 / 3 53 1337 /1 3 750 1529 1/20 3 935 1353 1/ 3 750 1529 1/1 3 75 17271 Page 1 of 5

Finish Screw and Power-Driven Fasteners to Supports Table 3: Properties of Mechanical Fasteners Mechanical Fasteners Electroplated zinc finish Fastener Screw Hilti, Inc. Nails Pneutek, Inc. Fasteners Material SAE J7 Hardened ASTM B 33-07, SC 1, Type III Hardened ASTM A10-95 Fastener Type # Self Drill X-ENP-19 L15 X-EDN 19 THQ X-EDNK22 THQ X-HSN-2 K02 K075 K02 K075 SDK3075 SDK1075 Length (in) variable 0.937 0.27 0.90 0.90 0.25 0.750 0.25 0.750 0.750 0.750 Diameter (in) 0.21 0.177 0.1 0.1 0.157 0.215 0.215 0.0 0.0 0.1 0.10 Washer Diameter (in) 0.313* 0.590 0.27 0.27 0.72 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 of 0.05 in, in accordance with AISI S100 Section E.. 1. Approved mechanical fasteners including self-drilling screws and power-driven fasteners (nails) are described in Table 3 of this report. 2. Self-drilling screws shall be installed using a suitable powered screw gun. A properly driven screw shall seat the head against the deck to insure tight contact between the deck and supporting member as shown in Figure of this report. 3. Pneutek, Inc. power driven 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 insure tight contact between the deck and supporting member as shown in Figure 7 of this report.. Hilti, Inc. power driven 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 with in the range shown in Figure 9 of this report. Figure 7: Pneutek Fastener Figure : Self Drilling Screw Page 15 of 5

Figure 9: Drive Heights for Hilti Nails 5. Mechanical fastener nominal shear capacities are listed in Table 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 fasters for varying support steel thicknesses the least strength fastener shall be used for design. Supporting Framing Steel Thickness (in) Table : Mechanical Fastener Nominal Strength Mechanical Fasteners 0 ksi 50 ksi Nominal Shear Strength (lbs) Screws Hilti Pneutek Min 0.03* 0.250 0. 0.5 0.3 0.232 0.155 0.113 Max 0.500* unlimited 0.375 0.250 unlimited 0.3 0.232 0.155 Deck Profile Deck # Self Drill # Self Drill X-ENP-19 L15 X-EDN 19 THQ X-EDNK22 THQ X-HSN-2 K02 K075 K02 K075 SDK3075 SDK1075 DGB, & DGN DGBF, & DGNF 22 1150 102 10 150 1 1735 172 15 20 131 13 193 191 00 225 221 1977 33 39 221 259 2517 237 3132 3009 217 237 1 2301 203 319 3109 292 07 3 2 29 20/20 27 3370 3737 390 370 5092 29 317 33 20/ 3190 3 25 20 3953 071 00 35 30 20/1 351 10 750 7201 531 301 229 /20 322 392 300 2 3992 15 0 3509 337 / 37 0 75 2 7191 5310 3799 225 /1 109 500 532 5275 90 33 5793 099 19 1/20 3 91 51 790 50 72 5351 32 259 1/ 109 500 532 5275 90 33 5793 099 19 1/1 571 559 52 579 5 939 251 35 92 * The self-drilling screw evaluation report shall be referenced for recommended thread pitch, drill point type, and length for the specified supporting member thickness. Page 1 of 5

Deck Side Lap Connections 1. Roof deck side lap connections shall be in accordance with those types specified in the diaphragm shear and flexibility table for the fastener combination selected. 2. The first connection from the supporting member shall not be more than one-half the specified spacing of the side lap connections, as shown Figure 10 of this report. No side lap connection needs to be installed directly over the centerline of the support member. 3. Self-drilling screws shall be installed using a suitable powered screw gun. A properly driven screw shall seat the head against the deck to insure tight contact between sheets of deck as shown in Figure 11 of this report.. Figure 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 1. The DeltaGrip side lap connection shall punch through the male leg and female hem of the standing seam interlock as shown in Figure of this report. 2. The DeltaGrip connection shall be punch out the minimum distance as shown in Figure of this report. Page 17 of 5

Figure : DeltaGrip Side Lap Detail Acustadek Options 1. 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 to 23 of this report provide diagrams of the perforations. 2. 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. 3. 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. Page of 5

Figure 13: DGB-3 Profile Figure 1: DGBF-3 Profile Figure 15: DGB-3 & DGBF-3 Attachment Patterns Figure 1: 3/7/ Attachment Pattern Page 19 of 5

Table 5: DGB-3 Properties Gross Section Properties Weight Base Metal Thickness Yield Strength Tensile Strength 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 in 2 /ft in /ft in in 3 /ft in 22 1.7 0.0299 3 52 0.51 0.200 0.9 0.213 0.25 20 1.99 0.0359 3 52 0.15 0.20 0.9 0.253 0.23 2.3 0.07 3 52 0.1 0.313 0.95 0.30 0.19 1 3.27 0.059 3 52 1.0 0.33 0.95 0.0 0.15 Area Effective Section Modulus for Bending Section Modulus at Fy Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment Moment of of Inertia Id Inertia = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 22 0.397 0.7 0.77 0.195 0.97 0.13 0.200 0.175 0.200 20 0.522 0.233 0.0 0.2 0.95 0.207 0.20 0.2 0.20 0.720 0.31 0.7 0.329 0.9 0.300 0.313 0.30 0.313 1 0.93 0.397 0.91 0.0 0.95 0.33 0.33 0.33 0.33 22 20 1 Table : DGB-3 & DGBF-3 Reactions at Supports Reactions at Supports (plf) Based on Web Crippling Bearing Length of Webs Condition Allowable Factored 1" 1.5" 2" 3" 1" 1.5" 2" 3" End 5 730 0 97 101 1117 5 Interior 93 103 1 73 1390 15 175 9 End 22 927 101 11 5 1 155 171 Interior 1320 11 1579 177 19 2173 239 2 End 1393 151 1701 193 2132 23 203 295 Interior 22 291 279 299 337 3705 395 5 End 210 235 257 25 3222 35 397 15 Interior 32 371 050 501 5150 52 025 9 Web Crippling Constants h = 1.32" r = 0.5" θ = 7.3 Page 20 of 5

22 20 Span Table 7: DGB-3 Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Condition ' - 0" ' - 0" ' - 0" Panel Span (Support Spacing) 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 177 79 2 20 1 11 9 7 Φ fb 21 5 70 5 31 23 1 11 L/30 0 35 15 3 2 1 1 L/20-53 22 11 7 3 2 1 L/0-71 30 15 9 3 2 L/0 - - - 23 13 3 fb / Ω 5 2 30 21 15 9 7 Φ fb 293 130 73 7 33 2 1 L/30 - - 3 11 7 5 3 2 L/20 - - - 2 1 10 7 5 3 L/0 - - - - - 13 9 5 L/0 - - - - - - - - 7 fb / Ω 231 103 5 37 2 19 1 11 9 Φ fb 37 13 92 59 1 30 23 15 L/30-7 33 17 10 3 2 L/20 - - 50 25 15 9 3 L/0 - - - 3 20 L/0 - - - - - 9 fb / Ω 221 9 55 35 25 1 11 9 Φ fb 350 15 5 39 29 22 17 1 L/30 19 19 10 3 2 2 1 L/20-2 1 5 3 2 2 L/0-37 19 11 7 5 3 2 L/0 - - - 29 17 10 7 5 fb / Ω 233 10 5 37 2 19 15 9 Φ fb 370 1 93 59 1 30 23 15 L/30 - - 5 23 13 3 L/20 - - - 3 20 13 L/0 - - - - - 17 11 L/0 - - - - - - - - 9 fb / Ω 292 130 73 7 32 2 1 Φ fb 3 20 11 7 51 3 29 23 19 L/30-97 1 21 5 3 L/20 - - 2 32 11 5 L/0 - - - 2 2 15 10 7 5 L/0 - - - - - 23 15 11 Page 21 of 5

1 Span Table 7: DGB-3 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Condition ' - 0" ' - 0" ' - 0" Panel Span (Support Spacing) 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 300 133 75 33 2 19 15 Φ fb 75 211 119 7 53 39 30 23 19 L/30 20 2 2 13 5 3 2 2 L/20-92 39 20 7 5 3 2 L/0-3 52 27 15 10 5 3 L/0 - - - 0 23 15 10 7 5 fb / Ω 3 139 7 50 35 25 19 15 Φ fb 95 220 79 55 0 31 2 20 L/30 - - 3 32 19 5 L/20 - - - 2 L/0 - - - - - 23 1 11 L/0 - - - - - - - - fb / Ω 390 173 97 2 3 32 2 19 1 Φ fb 19 275 155 99 9 50 39 31 25 L/30-13 57 29 17 11 7 5 L/20 - - 25 1 11 L/0 - - - 59 3 21 1 10 7 L/0 - - - - - - 21 15 11 fb / Ω 37 17 9 0 2 31 2 19 15 Φ fb 597 25 19 9 9 37 29 2 L/30 22 7 33 17 10 3 2 L/20-11 9 25 15 9 3 L/0-155 5 33 19 L/0 - - - 50 29 9 fb / Ω 33 170 9 1 3 31 2 19 15 Φ fb 0 270 152 97 50 3 30 2 L/30 - - 79 0 23 15 10 7 5 L/20 - - - 1 35 22 15 10 L/0 - - - - - 29 20 1 10 L/0 - - - - - - - - 15 fb / Ω 79 213 0 77 53 39 30 2 19 Φ fb 70 33 190 2 2 7 3 30 L/30-171 72 37 21 13 9 5 L/20 - - 10 55 32 20 1 10 7 L/0 - - - 7 3 27 13 9 L/0 - - - - - - 27 19 1 Page 22 of 5

Table : DGBF-3 Panel Properties Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 20/20 3.5.0359/.03 0 55 1.070 0.0 0.5 0. 0.5 20/.01.0359/.07 0 55 1.190 0.503 0.52 0.72 0.51 20/1..0359/.059 0 55 1.330 0.535 0. 0.79 0.3 /20.35.07/.03 0 55 1.231 0.5 0.5 0.01 0.77 /.3.07/.07 0 55 1.370 0.1 0.59 0.13 0.70 /1 5.35.07/.059 0 55 1.521 0.1 0.55 0.2 0.59 1/20 5.03.059/.03 0 55 1.23 0.1 0.70 0.73 0.2 1/ 5.51.059/.07 0 55 1.52 0.721 0.5 0.752 0.79 1/1.03.059/.059 0 55 1.713 0.777 0.0 0.77 0.7 Area Effective Section Modulus for Bending Section Modulus at Fy Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment of Inertia Moment of Inertia Id = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 20/20 0.91 0.2 0. 0.2 0.71 0.370 0.02 0.01 0.21 20/ 0.797 0.29 0.39 0.5 0.3 0.01 0.2 0.35 0.75 20/1 0.91 0.299 0.3 0. 0.55 0.23 0.517 0.1 0.523 /20 0.90 0.33 0.5 0.573 0.7 0.50 0.9 0.52 0.519 / 1.01 0.3 0.50 0.590 0.70 0.550 0.50 0.572 0.57 /1 1.11 0.51 0. 0.0 0.3 0.590 0.32 0.13 0.2 1/20 1.11 0.59 0.3 0.701 0.0 0.39 0.592 0. 0.15 1/ 1.252 0.10 0.5 0.723 0.7 0.95 0.0 0.70 0.1 1/1 1.377 0.22 0.5 0.7 0. 0.79 0.71 0.75 0.753 Page 23 of 5

20/20 20/ Span Table 9: Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 27 72 32 23 1 11 Φ fb 5 203 11 73 51 37 29 23 L/30 27 1 3 10 3 2 L/20-2 51 2 15 10 5 3 L/0 - - 35 20 13 9 L/0 - - - - 30 19 13 9 7 fb / Ω 1 19 110 71 9 3 2 22 Φ fb 700 311 175 1 7 57 35 2 L/30 - - 7 2 1 11 L/20 - - - 3 2 1 11 L/0 - - - - - 32 22 15 11 L/0 - - - - - - - - 17 fb / Ω 9 200 1 72 50 37 2 22 Φ fb 713 317 17 11 79 5 5 35 29 L/30-79 1 23 15 10 7 5 L/20 - - - 1 35 22 15 10 L/0 - - - - 7 30 20 1 10 L/0 - - - - - - - 21 15 fb / Ω 293 130 73 7 33 2 1 Φ fb 5 207 11 7 52 3 29 23 19 L/30-37 19 11 7 5 3 2 L/20 - - 5 29 17 10 7 5 L/0 - - - 3 22 1 9 7 5 L/0 - - - - - 21 1 10 7 fb / Ω 55 202 11 73 51 37 2 22 Φ fb 722 321 1 11 0 59 5 3 29 L/30 - - 9 50 29 9 L/20 - - - - 3 27 13 9 L/0 - - - - - 3 2 17 13 fb / Ω 5 20 11 73 51 37 29 23 Φ fb 72 323 2 11 1 59 5 3 29 L/30 - - 9 27 17 11 L/20 - - - 9 0 25 17 9 L/0 - - - - - 33 22 1 11 L/0 - - - - - - - - 17 Page 2 of 5

20/1 /20 Span Table 9: DGBF-3 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 299 133 75 33 2 19 15 Φ fb 7 211 1 7 53 39 30 23 19 L/30-93 39 20 7 5 3 3 L/20 - - 59 30 17 11 7 5 L/0 - - - 0 23 15 10 7 5 L/0 - - - - - 22 15 10 fb / Ω 7 20 117 75 52 3 29 23 19 Φ fb 71 329 5 119 2 1 37 30 L/30 - - 10 55 32 20 13 9 7 L/20 - - - - 30 20 1 10 L/0 - - - - - - 27 19 1 fb / Ω 7 207 117 75 52 3 29 23 19 Φ fb 70 329 5 1 2 0 37 30 L/30 - - 99 50 29 9 L/20 - - - - 2 13 9 L/0 - - - - - 37 25 17 13 fb / Ω 32 192 10 9 35 27 21 17 Φ fb 305 171 110 7 5 3 3 27 L/30 359 107 5 23 13 3 L/20-10 7 35 20 13 L/0 - - 90 27 17 11 L/0 - - - 9 0 25 17 9 fb / Ω 572 25 13 91 7 3 2 23 Φ fb 907 03 227 15 101 7 57 5 3 L/30-253 107 55 32 20 13 9 7 L/20 - - - 2 7 30 20 1 10 L/0 - - - - 3 0 27 19 1 L/0 - - - - - - - 2 20 fb / Ω 75 300 19 10 75 55 2 33 27 Φ fb 1072 7 2 171 119 7 7 53 3 L/30-232 9 50 29 9 L/20 - - 17 75 3 27 13 9 L/0 - - - 100 5 3 2 17 13 L/0 - - - - - 55 37 2 19 Page 25 of 5

/ /1 Span Table 9: DGBF-3 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 2 19 110 71 9 3 2 22 Φ fb 701 3 175 1 7 57 35 2 L/30 390 11 9 25 1 9 3 L/20-17 73 37 22 1 9 5 L/0 - - 9 50 29 9 L/0 - - - - 3 27 13 9 fb / Ω 59 22 17 9 5 37 29 2 Φ fb 93 15 23 19 10 7 5 37 L/30 - - 119 1 35 22 15 10 L/20 - - - 91 53 33 22 1 11 L/0 - - - - - 30 21 15 L/0 - - - - - - - - 23 fb / Ω 90 307 173 110 77 5 3 3 2 Φ fb 1095 7 27 175 2 9 5 L/30-25 109 5 32 20 1 10 7 L/20 - - 13 30 20 1 10 L/0 - - - - 5 1 27 19 1 L/0 - - - - - - 1 29 21 fb / Ω 50 200 113 72 50 37 2 22 Φ fb 71 3 179 11 79 5 5 35 29 L/30 19 52 27 1 10 7 5 3 L/20-79 0 23 15 10 7 5 L/0 - - 105 5 31 20 13 9 7 L/0 - - - - 7 29 20 1 10 fb / Ω 0 270 152 97 7 50 3 30 2 Φ fb 92 2 21 15 107 79 0 3 L/30 - - 132 39 25 1 L/20 - - - - 59 37 25 17 13 L/0 - - - - - 9 33 23 17 fb / Ω 70 313 17 113 7 57 35 2 Φ fb 111 9 279 179 91 70 55 5 L/30-27 1 2 3 23 15 11 L/20 - - - 93 5 3 23 1 L/0 - - - - 72 5 30 21 15 L/0 - - - - - - - 32 23 Page 2 of 5

1/20 1/ Span Table 9: DGBF-3 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 595 2 19 95 9 37 29 2 Φ fb 9 19 23 151 105 77 59 7 3 L/30 1 131 55 2 1 10 7 5 L/20-19 3 2 25 15 10 7 5 L/0-22 110 5 33 21 1 10 7 L/0 - - - 5 9 31 21 15 11 fb / Ω 700 311 175 1 7 57 35 2 Φ fb 1110 93 27 17 3 91 9 55 L/30-300 5 37 2 1 11 L/20 - - - 97 5 35 2 17 L/0 - - - - 75 7 32 22 1 L/0 - - - - - - - 33 2 fb / Ω 75 39 219 10 97 71 55 3 35 Φ fb 13 17 37 222 15 113 7 9 5 L/30-275 11 59 3 22 1 10 7 L/20 - - 17 9 52 32 22 15 11 L/0 - - - 119 9 3 29 20 15 L/0 - - - - - 5 3 31 22 fb / Ω 0 270 152 97 50 3 30 2 Φ fb 95 29 21 15 107 79 0 39 L/30 1 0 31 11 5 L/20-21 90 27 17 11 L/0 - - 0 2 3 22 15 11 L/0 - - - 92 53 3 23 1 fb / Ω 722 321 0 115 0 59 5 3 29 Φ fb 115 509 2 3 7 93 72 57 L/30 - - 10 72 1 2 17 9 L/20 - - - 107 2 39 2 13 L/0 - - - - - 52 35 25 L/0 - - - - - - - - 27 fb / Ω 902 01 22 1 100 7 5 5 3 Φ fb 131 3 35 229 159 117 9 71 57 L/30-30 3 2 1 11 L/20 - - 192 9 57 3 2 17 L/0 - - - 131 7 32 23 1 L/0 - - - - - 72 3 25 Page 27 of 5

1/1 Span Table 9: DGBF-3 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 20 27 155 99 9 51 39 31 25 Φ fb 9 37 2 157 109 0 2 9 39 L/30 5 153 5 33 19 L/20-230 97 50 29 9 L/0 - - 9 3 2 1 11 L/0 - - - - 5 3 2 17 fb / Ω 72 330 119 2 1 37 30 Φ fb 117 52 29 131 9 7 5 7 L/30 - - 155 79 29 19 1 10 L/20 - - - - 9 3 29 20 15 L/0 - - - - - 5 39 27 20 fb / Ω 92 232 1 103 7 5 37 Φ fb 172 5 3 23 1 0 92 73 59 L/30-33 73 2 2 9 L/20 - - 213 109 3 0 27 19 1 L/0 - - - 15 53 35 25 L/0 - - - - - - 53 37 27 Page 2 of 5

22ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and Arc Spot Welds 5 7 9 10 11 qa qf 35 3029 17 2911 1713 22 17 272 157 2331 1151 2 932 192 771 33 7 103 F, lap 7.3-0.9R 7.-0.9R 7.-0.R 7.9-0.R -0.7R.1-0.7R.2-0.R.3-0.R.3-0.5R F, no lap.5+3.2r 5.3+2.R 5.9+23.9R.2+20.R.5+.2R.7+1.1R.9+1.5R 7.1+13.2R 7.9+10.R qa qf 157 2 191 20 2 23 1370 220 1330 219 1151 2 932 192 771 33 7 103 F, lap.2-1.r.-1.r.9-1.r 9.2-1.3R 9.-1.3R 9.-1.2R 9.7-1.2R 9.-1.1R 9.9-1R F, no lap 5.3+35.7R.3+2.3R 7+23.R 7.5+20.1R 7.+17.R.2+15.R.+1R.7+.7R 9.5+10R qa qf 132 233 1357 220 3 2051 2000 113 7 15 2 932 192 771 33 7 103 F, lap.-1.r 9.2-1.R 9.-1.9R 10-1.R 10.5-1.R 10.-1.7R 11-1.7R 11-1.R 11.3-1.R F, no lap 5.9+35.3R.9+2R 7.9+22.9R.3+19.7R.9+17.1R 9.2+15.1R 9.7+13.5R 9.9+.2R 10.9+9.5R qa qf 55 2070 19 3 100 1717 92 157 900 15 51 105 13 131 771 33 7 103 F, lap 9.-2.R 10.-2.R 11.1-2.7R 11.7-2.R.1-2.7R.-2.R 13-2.7R 13.3-2.7R 13.-2.2R F, no lap.+3.7r.1+27.1r 9.2+22R 10+.7R 10.+1.1R 11.2+1R 11.7+.5R.2+11.1R 13.1+.7R qa qf 1157 1909 10 1725 3 0 1330 73 59 9 110 9 1070 32 102 572 9 F, lap 10.2-2.9R 11-3.1R.3-3.7R.9-3.R 13.-3.5R 1.5-R 1.-3.R 15.1-3.7R 15.-3.3R F, no lap 7.3+3.3R.7+2.7R 10.5+21.1R 11.2+17.R 11.+15.R 13.1+.R 13.+11.R 1+10.1R 15.+7.7R qa qf 105 1739 93 1555 772 73 72 01 2 1033 0 100 539 9 532 7 1 79 F, lap 10.-3.R 11.7-3.R 13.2-.3R 13.7-.2R 15-.7R 15.-.R 1.-.9R 1.-.7R 17.5-.1R F, no lap +33.7R 9.+2.1R 11.3+20.5R +17.2R 13.5+1.2R 1+.2R 15.3+10.2R 15.+9R 17.1+.9R qa qf 105 1739 33 1375 0 13 9 1072 55 920 7 03 799 33 71 390 3 F, lap 10.-3.R.5-.3R 1.1-5.2R 1.-.9R 1.1-5.5R 17.-.2R 17.7-5.7R 19-.3R 19.7-5.2R F, no lap +33.7R 10.2+25.R.2+19.R.9+1.5R 1.5+13.R 1.2+10.R 1.+9.R 17.9+7.5R 19.3+5.7R qa qf 925 1527 33 1375 0 13 571 93 9 0 7 03 30 709 33 32 3 5 F, lap 11.-.2R.5-.3R 1.1-5.2R 15.-5.9R 17.-.R 17.-.2R 19-.7R 20.5-7.R 21.1-R F, no lap.+33r 10.2+25.R.2+19.R 1.1+15.5R 15.+.3R 1.2+10.R 17.7+.5R 19.3+.R 20.7+.9R qa qf 925 1527 72 119 0 13 571 93 9 0 2 703 375 19 33 32 3 5 F, lap 11.-.2R 13.5-5.2R 1.1-5.2R 15.-5.9R 17.-.R 19-7.R 20.-R 20.5-7.R 21.1-R F, no lap.+33r 11.2+2.5R.2+19.R 1.1+15.5R 15.+.3R 17.+9.R 19.3+7.2R 19.3+.R 20.7+.9R Page 29 of 5

20 ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF3 with DeltaGrip and Arc Spot Welds 5 7 9 10 11 qa qf 2332 37 221 3731 2211 3 2173 355 191 305 151 222 2 192 1013 1 52 132 F, lap 5.9-0.R -0.R.1-0.5R.2-0.5R.3-0.R.-0.R.-0.R.-0.R.5-0.3R F, no lap.1+22.9r.+.3r.9+15.2r 5.1+13.1R 5.3+11.5R 5.5+10.2R 5.+9.2R 5.7+.R.2+.R qa qf 2025 331 192 3175 51 305 179 29 175 29 151 222 2 192 1013 1 52 132 F, lap.-1r.9-0.9r 7.1-0.9R 7.2-0.9R 7.-0.R 7.5-0.R 7.-0.7R 7.-0.7R 7.7-0.R F, no lap.+22.5r 5.+17.9R 5.9+1.R.2+.7R.+11.2R.+9.9R.+.9R.9+R 7.5+.3R qa qf 25 3011 1751 290 1 270 1590 22 1503 20 193 222 2 192 1013 1 52 132 F, lap 7.1-1.3R 7.-1.2R 7.-1.3R 7.9-1.2R.3-1.2R.3-1.1R.-1.1R.-1R.-0.9R F, no lap 5.3+22.2R 5.9+17.R.+1.R.9+.R 7.3+10.R 7.+9.5R 7.+.5R 7.9+7.7R.5+R qa qf 157 2 15 23 13 22 9 2093 11 199 110 191 111 37 1013 1 52 132 F, lap 7.9-1.R.5-1.9R 9-2R 9.-1.9R 9.7-1.9R 10-1.9R 10.2-1.R 10.5-1.R 10.-1.5R F, no lap.1+21.7r 7.1+1.9R 7.+13.7R.3+11.R.7+10.1R 9.1+.R 9.+7.R 9.7+.9R 10.3+5.R qa qf 152 239 1329 219 1 0 10 1759 1020 13 97 10 77 17 1 0 71 9 F, lap.5-2.2r 9.1-2.3R 10.2-2.R 10.5-2.7R 10.-2.5R 11.7-2.9R 11.9-2.7R -2.R.-2.3R F, no lap.7+21.3r 7.+1.5R 9+.9R 9.+10.9R 9.+9.R 10.9+7.R 11.1+.9R 11.3+.2R.+.R qa qf 130 2157 07 1992 99 1 95 1573 23 135 09 1335 719 17 717 1 50 1072 F, lap 9.1-2.R 9.7-2.R 11-3.R 11.3-3.2R.-3.R.5-3.R 13.5-3.7R 13.5-3.R 1.2-3R F, no lap 7.3+20.7R.3+1R 9.+.3R 10.2+10.R 11.+.R 11.+7.3R.7+R.+5.3R 13.9+3.9R qa qf 130 2157 105 172 5 7 1 137 72 1195 3 10 0 1057 57 97 519 5 F, lap 9.1-2.R 10.-3.5R -.2R.2-3.9R 13.-.3R 1.7-.9R 1.5-.3R 15.7-.R 1.3-.1R F, no lap 7.3+20.7R 9.1+15.3R 10.+11.5R 11.1+9.7R.+7.R 13.+5.R 13.7+5.3R 1.9+3.9R 1.1+2.9R qa qf 115 9 105 172 5 7 72 01 2 1033 3 10 51 92 502 29 53 77 F, lap 10-3.R 10.-3.5R -.2R 13.-.R 1.7-5.R 1.7-.9R 15.-5.3R 17.1-5.R 17.7-.R F, no lap.2+19.9r 9.1+15.3R 10.+11.5R.3+.R 13.+.R 13.+5.R 15+.3R 1.+2.9R 17.5+2.1R qa qf 115 9 9 5 7 72 01 2 1033 5 901 3 79 502 29 53 77 F, lap 10-3.R 11.7-.5R -.2R 13.-.R 1.7-5.R 1.2-R 17.5-.5R 17.1-5.R 17.7-.R F, no lap.2+19.9r 10.2+1.3R 10.+11.5R.3+.R 13.+.R 15.3+.R 1.7+3.1R 1.+2.9R 17.5+2.1R Page 30 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and Arc Spot Welds 5 7 9 10 11 qa qf 335 5519 323 517 323 533 320 527 2932 92 2317 3707 77 3003 1551 21 1303 205 F, lap.1-0.3r.2-0.3r.2-0.2r.3-0.2r.3-0.2r.3-0.2r.3-0.2r.-0.1r.-0.1r F, no lap 3.2+11.2R 3.5+.9R 3.+7.R 3.7+.R 3.+5.7R 3.9+5R +.5R +.1R.3+3.3R qa qf 2951 9 29 700 2775 57 2719 27 15 2317 3707 77 3003 1551 21 1303 205 F, lap.-0.5r.-0.5r.9-0.r.9-0.r 5-0.R 5.1-0.3R 5.1-0.3R 5.1-0.3R 5.1-0.3R F, no lap 3.+11R.1+.7R.3+7.2R.+.2R.5+5.5R.+.9R.7+.R.+R 5+3.1R qa qf 27 00 205 29 21 02 225 002 2315 320 231 3707 77 3003 1551 21 1303 205 F, lap 5.1-0.7R 5.2-0.R 5.-0.R 5.-0.R 5.-0.R 5.-0.5R 5.-0.5R 5.7-0.5R 5.9-0.R F, no lap.2+10.r.5+.r.+7r.9+.1r 5.2+5.3R 5.2+.7R 5.+.2R 5.+3.R 5.7+3R qa qf 230 301 213 352 2019 3332 1931 3 2 3072 07 291 172 2907 1551 21 1303 205 F, lap 5.-1.1R.1-1.1R.3-1.1R.5-1R.7-1R.-1R 7-0.9R 7.1-0.9R 7.1-0.R F, no lap.9+10.r 5.+.1R 5.7+.R +5.R.2+.9R.+.2R.+3.R.7+3.R 7+2.R qa qf 20 35 1952 3221 1 277 135 29 159 237 13 23 0 233 109 232 3 205 F, lap.2-1.r.5-1.r 7.3-1.7R 7.5-1.5R 7.-1.R.2-1.R.2-1.R.2-1.3R.7-1.3R F, no lap 5.+10.1R 5.+7.R.7+R.9+5.1R 7.1+.R 7.+3.R 7.+3.3R 7.9+2.9R.5+2.1R qa qf 309 1751 2 199 27 173 231 7 210 7 2109 110 2 115 1905 1050 1732 F, lap.9-1.9r 7.2-1.R.1-2.1R.1-1.9R.9-2.2R.-1.9R 9.5-2.1R 9.-1.9R 9.9-1.7R F, no lap +9.R.+7.R 7.5+5.5R 7.+.7R.+3.7R.+3.3R 9.1+2.R 9.1+2.R 9.+1.R qa qf 309 1533 2529 70 2095 7 2101 1102 9 1597 1001 151 900 15 17 137 F, lap.9-1.9r -2.R 9.1-2.9R 9-2.5R 9.-2.R 10.-3.1R 10.-2.R 11.2-2.9R 11.-2.R F, no lap +9.R 7.3+.R.5+.R.+.2R 9.+3.1R 10.3+2.1R 10+2.1R 10.9+1.R 11.+0.R qa qf 153 211 1533 2529 70 2095 107 1772 927 1529 9 1597 1 0 773 7 700 1155 F, lap 7.9-2.7R -2.R 9.1-2.9R 10.1-3.3R 11.2-3.7R 10.-3.1R 11.-3.R.5-3.7R 13.1-3.2R F, no lap 7+.R 7.3+.R.5+.R 9.+3.3R 10.7+2.1R 10.3+2.1R 11.2+1.3R.2+0.5R 13+0.2R qa qf 153 211 5 207 70 2095 107 1772 927 1529 130 721 19 773 7 700 1155 F, lap 7.9-2.7R 9.2-3.R 9.1-2.9R 10.1-3.3R 11.2-3.7R.2-.2R 13.2-.5R.5-3.7R 13.1-3.2R F, no lap 7+.R.5+5.R.5+.R 9.+3.3R 10.7+2.1R 11.+1R.9+0.2R.2+0.5R 13+0.2R Page 31 of 5

Support Fasteners 3/7/ Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) 1 ga. Allowable Shear, qa, Factored Shear, qf DGB-3 and DGBF-3 and Flexibility Factor, F with DeltaGrip and Arc Spot Welds Seam Deck Span Attachment (ft) 5 7 9 10 11 qa qf 39 7209 317 73 20 701 251 7015 0 51 3230 51 217 2 30 17 2907 F, lap 3.1-0.2R 3.1-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R F, no lap 2.+.R 2.7+5.1R 2.+.3R 2.9+3.7R 2.9+3.2R 3+2.9R 3+2.R 3+2.R 3.2+1.9R 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 2.00 0.0 2.00 0.0 2.00 0.0 2.00 0.0 qa qf 3923 73 327 315 375 201 370 115 35 07 3230 51 217 2 30 17 2907 F, lap 3.5-0.3R 3.-0.3R 3.-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.-0.2R 3.-0.1R F, no lap 3+.3R 3.2+5R 3.3+.1R 3.+3.R 3.+3.1R 3.5+2.R 3.5+2.5R 3.+2.3R 3.7+1.R 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 2.00 0.0 2.00 0.0 2.00 0.0 2.00 0.0 qa qf 3572 59 352 521 335 5520 33 55 32 5309 3230 51 217 2 30 17 2907 F, lap 3.-0.R 3.9-0.R -0.R -0.3R.1-0.3R.1-0.3R.2-0.3R.2-0.2R.3-0.2R F, no lap 3.3+.1R 3.5+.9R 3.7+R 3.7+3.5R 3.9+3R 3.9+2.7R +2.R +2.2R.2+1.7R 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 2.00 0.0 2.00 0.0 qa qf 3090 5099 2910 02 271 59 2 29 209 30 25 205 299 3 2 30 17 2907 F, lap.-0.7r.-0.7r.7-0.r.-0.r.9-0.r 5-0.5R 5.1-0.5R 5.1-0.5R 5.2-0.R F, no lap 3.9+5.9R.2+.R.+3.7R.5+3.2R.7+2.R.+2.R.9+2.2R.9+2R 5.1+1.5R 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 3.00 0.55 2.00 0.0 qa qf 277 599 29 371 2303 300 223 373 2233 3 2025 332 202 330 2023 333 17 2907 F, lap.-0.9r 5-0.9R 5.-1R 5.-0.9R 5.-0.R.1-0.9R -0.R -0.R.3-0.7R F, no lap.3+5.r.+.r 5.2+3.3R 5.3+2.9R 5.3+2.5R 5.+2R 5.+1.R 5.+1.7R.3+1.2R qa qf 23 022 2357 390 2031 3350 202 337 0 293 31 3022 150 2723 19 277 1539 2539 2 F, lap 5.-1.R 5.5-1.2R.2-1.R.1-1.2R.7-1.R.-1.2R 7.1-1.3R.9-1.1R 7.3-1.1R F, no lap.9+5.2r 5.1+.1R 5.9+3R 5.+2.R.+2R.+1.R.9+1.R.7+1.3R 7.2+0.9R qa qf 23 022 203 335 1732 257 1777 2933 15 25 130 22 131 232 91 2130 117 1937 3 F, lap 5.-1.R.3-1.7R 7.1-2R.9-1.R 7.-1.R.2-2.1R 7.9-1.7R.-1.R.9-1.7R F, no lap.9+5.2r 5.9+3.R.+2.R.+2.2R 7.3+1.5R +0.9R 7.+1R.2+0.R.+0.3R qa qf 2039 33 203 335 1732 257 1 222 70 209 130 22 13 2001 1092 02 992 13 F, lap.-2.1r.3-1.7r 7.1-2R 7.9-2.3R.-2.R.2-2.1R.9-2.3R 9.-2.5R 10.1-2.2R F, no lap 5.9+.5R 5.9+3.R.+2.R 7.+1.5R.5+0.7R +0.9R.7+0.R 9.+0R 10-0.3R qa qf 2039 33 13 27 1732 257 1 222 70 209 1117 3 99 10 1092 02 992 13 0 F, lap.-2.1r 7.5-2.R 7.1-2R 7.9-2.3R.-2.R 9.-2.9R 10.-3.2R 9.-2.5R 10.1-2.2R F, no lap 5.9+.5R 7.1+2.R.+2.R 7.+1.5R.5+0.7R 9.+0R 10.2-0.5R 9.+0R 10-0.3R Page 32 of 5

22ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and # Self Drilling Screws 5 7 9 10 11 qa qf 111 7 1151 71 11 59 1139 50 113 3 1131 3 932 192 771 33 7 103 F, lap 7.5-0.9R 7.7-0.R 7.9-0.R -0.7R.1-0.7R.2-0.R.3-0.R.-0.R.-0.5R F, no lap.+3.3r 5.+2.9R +2R.3+20.7R.+.2R.+1.1R 7+1.R 7.2+13.2R +10.R qa qf 105 171 103 13 1022 10 1011 1002 995 117 932 192 771 33 7 103 F, lap.-1.r.-1.r 9.1-1.3R 9.-1.3R 9.-1.2R 9.7-1.2R 9.9-1.1R 10-1.1R 10.1-0.9R F, no lap 5.5+35.7R.5+2.3R 7.2+23.R 7.7+20.1R +17.7R.+15.R.+1.1R.+.7R 9.7+10R qa qf 9 1573 92 152 9 192 920 19 90 1 95 155 72 117 771 33 7 103 F, lap 9.1-1.9R 9.5-1.R 10.1-1.9R 10.3-1.7R 10.-1.R 10.-1.R 11.2-1.R 11.3-1.5R 11.5-1.R F, no lap.2+35.3r 7.2+2R.2+22.9R.+19.7R 9.2+17.1R 9.5+15.2R 10+13.5R 10.1+.3R 11.1+9.R qa qf 1 137 799 99 79 50 7 13 729 1 715 111 703 1 93 17 7 103 F, lap 10.1-2.5R 10.9-2.7R 11.-2.R.1-2.R.-2.R 13-2.7R 13.-2.7R 13.7-2.R 13.9-2.2R F, no lap 7.2+3.R.+27R 9.7+22R 10.+.R 11.1+1.1R 11.7+1R.1+.5R.+11.1R 13.5+.7R qa qf 75 31 727 3 103 29 1023 2 1015 5 92 570 927 572 930 532 5 F, lap 10.7-3R 11.5-3.2R 13-3.R 13.5-3.7R 1-3.R 15.2-.1R 15.5-3.R 15.7-3.7R 1.5-3.3R F, no lap 7.+3.1R 9.2+2.5R 11.1+20.9R 11.+17.7R.+15.3R 13.+.7R 1.2+11.3R 1.+10.1R 1.1+7.R qa qf 59 1071 5 109 55 907 53 91 502 17 513 3 59 77 7 770 31 700 F, lap 11.5-3.7R.3-3.R 1-.R 1.5-.R 15.9-.9R 1.2-.7R 17.5-5.1R 17.-.R.-.2R F, no lap.+33.r 10+25.9R.1+20.2R.+17R 1.3+1R 1.+.1R 1.2+10.1R 1.5+.9R +.7R qa qf 59 1071 552 97 5 755 790 20 3 39 00 39 0 35 57 321 522 F, lap 11.5-3.7R 13.3-.R 15.1-5.R 15.-5.2R 17.1-5.9R.-.R.-R 20.2-.R 21-5.5R F, no lap.+33.r 11+25.1R 13.2+19.2R 13.9+1.2R 15.+13R 17.+10.2R 17.5+9.2R 19.1+7.2R 20.+5.R qa qf 53 2 552 97 5 755 393 3 33 550 39 00 32 533 295 79 27 33 F, lap.5-.r 13.3-.R 15.1-5.R 1.9-.R.7-7.1R.-.R 20.3-7.1R 21.9-7.R 22.7-.R F, no lap 9.+32.5R 11+25.1R 13.2+19.2R 15.2+15.1R 17.1+11.R 17.+10.2R 19+.1R 20.+R 22.3+.5R qa qf 53 2 35 70 5 755 393 3 33 550 29 1 22 2 295 79 27 33 F, lap.5-.r 1.-5.R 15.1-5.R 1.9-.R.7-7.1R 20.5-R 22.2-.R 21.9-7.R 22.7-.R F, no lap 9.+32.5R.3+2R 13.2+19.2R 15.2+15.1R 17.1+11.R 19.1+.R 20.9+.R 20.+R 22.3+.5R Page 33 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and # Self Drilling Screws 5 7 9 10 11 qa qf 139 2339 131 2325 5 231 0 230 117 2303 11 229 2 192 1013 1 52 132 F, lap -0.R.1-0.5R.2-0.5R.3-0.R.-0.R.-0.R.-0.R.5-0.3R.5-0.3R F, no lap.1+22.9r.7+.3r 5+15.2R 5.2+13.1R 5.+11.5R 5.5+10.2R 5.+9.3R 5.+.R.3+.R qa qf 1329 210 1311 2130 9 2109 2093 0 201 7 2071 2 192 1013 1 52 132 F, lap.7-1r 7-0.9R 7.2-0.9R 7.-0.R 7.5-0.R 7.-0.7R 7.7-0.7R 7.7-0.R 7.-0.R F, no lap.9+22.r 5.+17.9R +1.R.3+.7R.5+11.2R.7+9.9R.9+.9R 7+.1R 7.5+.R qa qf 30 2000 2 199 13 1922 1 1931 115 7 113 90 113 50 1013 1 52 132 F, lap 7.-1.3R 7.-1.2R -1.3R.1-1.1R.-1.1R.5-1R.7-1R.7-0.9R.9-0.9R F, no lap 5.+22.2R.1+17.R.+1.R 7+.R 7.5+10.R 7.+9.R 7.9+.R +7.R.7+.1R qa qf 107 1752 103 11 1003 130 90 1592 91 152 9 153 93 15 92 1502 52 132 F, lap.3-1.9r.-2r 9.3-2R 9.7-1.9R 10-1.9R 10.3-1.R 10.5-1.R 10.7-1.7R 10.-1.5R F, no lap.+21.r 7.+1.9R.1+13.7R.+11.R 9+10.1R 9.+.R 9.7+7.R 10+7R 10.+5.5R qa qf 972 150 9 1533 32 1352 29 13 2 135 757 31 73 0 7 717 11 F, lap.9-2.3r 9.-2.R 10.-2.R 11-2.7R 11.2-2.R.2-2.9R.3-2.7R.5-2.5R 13.1-2.3R F, no lap 7.1+21.2R +1.R 9.+.R 9.9+10.9R 10.3+9.R 11.3+7.R 11.5+.9R 11.7+.2R.9+.R qa qf 1 137 3 135 72 71 03 5 101 3 1109 25 101 107 59 972 F, lap 9.7-3R 10.2-2.9R 11.-3.5R 11.-3.3R 13-3.7R 13.1-3.R 1.1-3.7R 1.1-3.R 1.-3.1R F, no lap 7.9+20.5R.+15.9R 10.+.2R 10.+10.3R +.3R.2+7.2R 13.3+5.9R 13.+5.3R 1.+3.9R qa qf 1 137 709 1153 10 991 2 103 5 92 500 13 50 7 7 792 3 720 F, lap 9.7-3R 11.2-3.7R.-.5R.9-R 1.2-.5R 15.-5.1R 15.3-.5R 1.5-.9R 17.2-.2R F, no lap 7.9+20.5R 9.+15.1R 11.+11.2R 11.+9.5R 13.2+7.R 1.7+5.5R 1.5+5.1R 15.+3.R 17+2.7R qa qf 1 1107 709 1153 10 991 521 50 731 500 13 72 01 52 3 591 F, lap 10.7-3.9R 11.2-3.7R.-.5R 1.3-5.1R 15.-5.7R 15.-5.1R 1.9-5.5R.2-.1R.9-5.1R F, no lap.9+19.r 9.+15.1R 11.+11.2R 13.2+.R 1.+.2R 1.7+5.5R 1.1+.1R 17.5+2.7R.7+1.R qa qf 1 1107 55 907 10 991 521 50 731 395 2 351 570 01 52 3 591 F, lap 10.7-3.9R.-.9R.-.5R 1.3-5.1R 15.-5.7R 17.3-.R.-.9R.2-.1R.9-5.1R F, no lap.9+19.r 11.1+13.9R 11.+11.2R 13.2+.R 1.+.2R 1.5+.2R +2.7R 17.5+2.7R.7+1.R Page 3 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and # Self Drilling Screws 5 7 9 10 11 qa qf 199 3233 193 3223 1979 321 197 3211 197 3207 1972 320 77 3003 1551 21 1303 205 F, lap.2-0.3r.2-0.2r.3-0.2r.3-0.2r.3-0.2r.3-0.2r.-0.1r.-0.1r.-0.1r F, no lap 3.3+11.2R 3.5+9R 3.7+7.5R 3.+.R 3.+5.7R 3.9+5R +.5R +.1R.3+3.3R qa qf 79 3053 3030 5 3013 3001 1 2991 3 293 32 2977 1551 21 1303 205 F, lap.7-0.5r.-0.r.9-0.r 5-0.R 5.1-0.3R 5.1-0.3R 5.1-0.3R 5.2-0.3R 5.2-0.2R F, no lap 3.+11R.1+.R.3+7.3R.5+.3R.+5.5R.7+.9R.7+.R.+R 5.1+3.1R qa qf 179 275 177 23 172 207 173 22 170 279 171 27 19 275 1551 21 1303 205 F, lap 5.2-0.7R 5.3-0.R 5.5-0.R 5.5-0.5R 5.7-0.5R 5.7-0.5R 5.-0.5R 5.-0.R 5.9-0.R F, no lap.3+10.r.5+.r.9+7r 5+.1R 5.2+5.3R 5.3+.7R 5.+.2R 5.5+3.R 5.+3R qa qf 150 257 1537 297 150 27 20 1 2379 19 2355 137 2335 7 2319 1303 205 F, lap 5.9-1.1R.2-1.1R.5-1.1R.7-1R.-1R 7-0.9R 7.1-0.9R 7.2-0.R 7.2-0.7R F, no lap 5+10.R 5.5+.1R 5.9+.R.2+5.R.+.9R.+.3R.7+3.R.+3.R 7.1+2.7R qa qf 13 2331 113 2295 2057 73 209 79 207 13 1922 1197 195 09 19 113 9 F, lap.5-1.5r.-1.r 7.-1.7R 7.7-1.5R 7.-1.R.-1.5R.-1.R.-1.3R.9-1.2R F, no lap 5.+10R.1+7.R 7+R 7.2+5.1R 7.3+.5R +3.R +3.3R.1+3R.+2.2R qa qf 0 201 5 200 1107 1799 110 53 1033 179 109 173 97 103 1022 10 95 1551 F, lap 7.2-2R 7.5-1.R.-2.2R.-1.9R 9.2-2.2R 9.2-1.9R 9.9-2.1R 9.7-1.9R 10.2-1.7R F, no lap.+9.5r.7+7.r 7.+5.5R 7.9+.7R.+3.7R.7+3.3R 9.5+2.R 9.+2.R 10.1+1.7R qa qf 0 201 1059 1721 9 192 95 101 5 13 01 1302 105 797 9 737 1197 F, lap 7.2-2R.-2.5R 9.-3R 9.-2.5R 10.3-2.R 11.3-3.2R 10.9-2.R 11.7-2.9R.3-2.R F, no lap.+9.5r 7.7+.7R 9+.7R.9+.1R 9.9+3R 10.9+2R 10.5+2R 11.+1.R.2+0.R qa qf 92 159 1059 1721 9 192 07 13 7 1157 01 1302 727 11 5 10 597 970 F, lap.-2.9r.-2.5r 9.-3R 10.7-3.R 11.-3.9R 11.3-3.2R.2-3.5R 13.2-3.R 13.-3.3R F, no lap 7.5+.R 7.7+.7R 9+.7R 10.2+3.2R 11.+2R 10.9+2R 11.+1.2R.+0.5R 13.7+0.1R qa qf 92 159 1329 9 192 07 13 7 1157 27 1019 559 90 5 10 597 970 F, lap.-2.9r 9.-3.R 9.-3R 10.7-3.R 11.-3.9R 13-.3R 1.1-.7R 13.2-3.R 13.-3.3R F, no lap 7.5+.R 9.1+5.R 9+.7R 10.2+3.2R 11.+2R.+0.9R 13.7+0R.+0.5R 13.7+0.1R Page 35 of 5

Support Fasteners 3/7/ Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) 1 ga. Allowable Shear, qa, Factored Shear, qf DGB-3 and DGBF-3 and Flexibility Factor, F with DeltaGrip and # Self Drilling Screws Seam Deck Span (ft) Attachment 5 7 9 10 11 qa qf 250 7 2535 0 2532 115 2530 111 252 109 2527 10 252 105 2 30 17 2907 F, lap 3.1-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R F, no lap 2.+.R 2.+5.1R 2.9+.3R 2.9+3.7R 2.9+3.3R 3+2.9R 3+2.R 3+2.R 3.2+1.9R qa qf 235 395 223 393 215 3925 209 3915 205 390 201 3902 239 397 2 30 17 2907 F, lap 3.5-0.3R 3.-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.-0.1R 3.-0.1R 3.-0.1R F, no lap 3+.3R 3.2+5R 3.3+.2R 3.+3.R 3.+3.2R 3.5+2.R 3.5+2.5R 3.+2.3R 3.7+1.R qa qf 2323 3775 2333 3791 22 37 2301 370 229 3 222 370 225 3 2 30 17 2907 F, lap 3.9-0.R 3.9-0.3R.1-0.3R.1-0.3R.2-0.3R.2-0.2R.3-0.2R.2-0.2R.3-0.2R F, no lap 3.+.2R 3.5+.9R 3.+R 3.+3.5R 3.9+3.1R 3.9+2.7R +2.R +2.2R.2+1.7R qa qf 21 332 2072 337 203 3320 2021 32 200 3257 1990 3235 1979 321 1970 3201 17 2907 F, lap.5-0.7r.7-0.r.-0.r.9-0.r 5-0.5R 5.1-0.5R 5.1-0.5R 5.2-0.R 5.2-0.R F, no lap +5.9R.3+.R.5+3.R.+3.2R.7+2.R.+2.5R.9+2.2R 5+2R 5.2+1.5R qa qf 193 31 1923 35 179 22 177 271 170 293 13 2702 1 270 170 279 11 227 F, lap 5-0.9R 5.1-0.9R 5.7-1R 5.7-0.9R 5.7-0.R.2-0.9R.2-0.R.1-0.7R.5-0.7R F, no lap.5+5.r.7+.r 5.+3.R 5.+2.9R 5.5+2.5R +2.1R 5.9+1.9R 5.9+1.7R.+1.2R qa qf 2733 1723 200 153 299 159 2590 157 23 1513 259 10 225 15 2370 1370 2227 2 F, lap 5.7-1.R 5.7-1.2R.-1.R.3-1.2R.9-1.3R.-1.1R 7.3-1.3R 7.1-1.1R 7.5-1R F, no lap 5.2+5.2R 5.3+.1R.1+3R +2.R.7+2R.5+1.R 7.1+1.R.9+1.R 7.+0.9R qa qf 2733 155 23 72 207 131 225 9 2030 1137 7 35 2007 11 59 105 1730 3 F, lap 5.7-1.R.-1.7R 7.5-2.1R 7.1-1.R 7.9-1.R.-2.1R.1-1.R.7-1.R 9.2-1.7R F, no lap 5.2+5.2R.2+3.5R 7.1+2.3R.+2.2R 7.+1.5R.3+0.9R 7.9+1R.5+0.R 9.1+0.3R qa qf 13 211 155 23 72 207 15 29 100 135 1137 7 102 193 90 150 139 F, lap.-2.2r.-1.7r 7.5-2.1R.3-2.R 9.2-2.7R.-2.1R 9.3-2.3R 10-2.5R 10.5-2.2R F, no lap.3+.3r.2+3.5r 7.1+2.3R +1.R 9+0.7R.3+0.9R 9.1+0.R 9.+0R 10.5-0.3R qa qf 13 211 110 179 72 207 15 29 100 135 90 17 1319 90 150 139 0 F, lap.-2.2r -2.R 7.5-2.1R.3-2.R 9.2-2.7R 10.1-3R 11-3.3R 10-2.5R 10.5-2.2R F, no lap.3+.3r 7.+2.5R 7.1+2.3R +1.R 9+0.7R 9.9+0R 10.-0.R 9.+0R 10.5-0.3R Page 3 of 5

22 ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3and DGBF-3 with DeltaGrip and X ENP19 PINS 5 7 9 10 11 qa qf 91 209 7 207 5 205 57 203 51 2033 1151 2 932 192 771 33 7 103 F, lap.-0.9r 7.1-0.9R 7.3-0.9R 7.5-0.9R 7.-0.9R 7.7-0.R 7.-0.R 7.9-0.R -0.R F, no lap 3.9+3.2R.+2.R 5.+23.R 5.+20.5R.1+R.+1R.+1.R.+13R 7.+10.3R qa qf 111 1133 2 111 10 1099 175 107 17 107 1751 932 192 771 33 7 103 F, lap 7.-1.3R 7.-1.R.1-1.R.-1.R.-1.R.-1.R 9-1.3R 9.2-1.3R 9.3-1.1R F, no lap.5+35.r 5.5+2.3R.2+23.R.7+20R 7.1+17.5R 7.5+15.R 7.+13.9R +.5R.9+9.9R qa qf 105 1719 10 199 992 113 992 113 95 1553 90 150 932 192 771 33 7 103 F, lap 7.7-1.R.2-1.7R.7-1.R 9-1.R 9.-1.R 9.-1.R 10-1.R 10.1-1.7R 10.3-1.5R F, no lap.9+35.5r 5.9+2.1R.+23R 7.3+19.7R 7.9+17.1R.2+15R.7+13.R.9+.1R 9.9+9.5R qa qf 915 1 3 103 2 132 797 9 77 0 75 32 7 0 732 19 7 103 F, lap.2-2r.9-2.2r 9.5-2.R 10.1-2.5R 10.5-2.R 11-2.R 11.3-2.R 11.7-2.7R 11.-2.2R F, no lap 5.+35.1R.+27.5R 7.+22.3R.+.9R 9+1.3R 9.+1.2R 10.1+.5R 10.+11.1R 11.5+.R qa qf 2 132 7 77 3 1111 72 1092 1079 02 979 02 979 02 979 555 901 F, lap.5-2.3r 9.2-2.5R 10.3-3R 10.-3.1R 11.3-3.1R.2-3.5R.5-3.R.9-3.R 13.-2.9R F, no lap 5.7+3.9R 7+27.2R.+21.R 9.1+.3R 9.7+15.R 10.+13.3R 11.3+11.7R 11.7+10.R 13+R qa qf 721 1172 99 113 02 979 02 979 527 57 53 72 7 777 90 79 5 72 F, lap.9-2.r 9.-2.R 10.7-3.R 11.3-3.5R.2-3.9R.7-3.9R 13.-.2R 13.9-.2R 1.-3.5R F, no lap +3.R 7.3+2.9R.+21.R 9.+R 10.7+15R 11.3+.9R.3+11R.+9.R 1+7.5R qa qf 721 1172 02 979 500 51 3 5 723 391 35 70 371 02 33 5 F, lap.9-2.r 10-3.2R 11.2-3.R 11.-3.9R.-.3R 13.9-.9R 1.2-.7R 15.2-5.1R 15.-.2R F, no lap +3.R 7.+2.5R 9.3+20.9R 10.1+17.5R 11.3+1.R.5+11.9R.9+10.5R 1.1+.7R 15.2+.R qa qf 02 97 02 979 500 22 5 33 590 391 35 37 5 311 505 21 57 F, lap 9.2-2.9R 10-3.2R 11.2-3.R.3-.R 13.5-.9R 13.9-.9R 1.9-5.2R 1-5.R 1.-.R F, no lap.+3.2r 7.+2.5R 9.3+20.9R 10.+17R 11.9+1R.5+11.9R 13.+9.9R 1.+R 1+.3R qa qf 02 97 7 777 500 22 5 33 590 3 51 21 57 311 505 21 57 F, lap 9.2-2.9R 10.5-3.7R 11.2-3.R.3-.R 13.5-.9R 1.-5.5R 15.7-5.9R 1-5.R 1.-.R F, no lap.+3.2r.2+2r 9.3+20.9R 10.+17R 11.9+1R 13.3+11.3R 1.+9.3R 1.+R 1+.3R Page 37 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X ENP19 PINS 5 7 9 10 11 qa qf 100 200 157 2579 157 255 1572 255 157 25 151 222 2 192 1013 1 52 132 F, lap 5.5-0.7R 5.7-0.R 5.-0.R -0.R -0.5R.1-0.5R.2-0.5R.2-0.5R.3-0.R F, no lap 3.7+22.9R.3+.2R.+15.1R.9+13R 5.1+11.R 5.2+10.1R 5.+9.1R 5.5+.3R +.5R qa qf 2375 13 233 1 2305 10 222 139 225 135 2251 2 192 1013 1 52 132 F, lap -1R.3-1R.-1R.7-0.9R.9-0.9R 7-0.9R 7.1-0.9R 7.2-0.R 7.3-0.7R F, no lap.2+22.r.9+17.r 5.+1.7R 5.7+.R 5.9+11R.2+9.7R.3+.R.5+7.9R 7.1+.2R qa qf 13 23 1337 2172 0 200 207 2021 52 203 21 192 1013 1 52 132 F, lap.-1.2r.7-1.2r 7.1-1.3R 7.3-1.2R 7.-1.3R 7.7-1.2R 7.9-1.2R -1.2R.2-1R F, no lap.+22.3r 5.2+17.R 5.9+1.R.2+.3R.+10.7R.+9.R 7.1+.R 7.3+7.R 7.9+5.9R qa qf 1170 1901 1115 107 17 10 1700 1023 100 132 99 107 97 157 52 132 F, lap.9-1.r 7.-1.7R 7.9-1.R.3-1.9R.-1.9R.9-1.9R 9.2-1.9R 9.-1.9R 9.5-1.5R F, no lap 5.1+21.9R +17.1R.7+13.R 7.2+11.7R 7.+10.1R +.7R.+7.7R.7+.9R 9.3+5.R qa qf 105 1713 1015 150 90 1 3 135 77 00 1300 0 130 07 13 752 22 F, lap 7.2-1.R 7.7-2R.-2.R 9-2.R 9.3-2.R 10.1-2.7R 10.3-2.R 10.5-2.5R 10.9-2.2R F, no lap 5.+21.7R.3+1.R 7.+13.3R 7.9+11.2R.3+9.R 9.2+R 9.5+7R 9.+.2R 10.7+.7R qa qf 915 1 900 70 79 2 70 117 721 1172 57 107 77 1100 100 F, lap 7.5-2.2R.1-2.3R 9.1-2.R 9.-2.7R 10.3-3.1R 10.5-3R 11.3-3.3R 11.5-3.2R 11.9-2.7R F, no lap 5.7+21.R.7+1.5R 7.9+.9R.+10.R 9.3+.9R 9.7+7.R 10.5+.3R 10.+5.R 11.7+.2R qa qf 915 1 7 5 10 111 597 971 525 5 52 91 50 23 0 7 F, lap 7.5-2.2R.-2.7R 9.-3.2R 10-3.2R 10.9-3.5R 11.-R 11.9-3.7R.-.1R 13.2-3.R F, no lap 5.7+21.R 7.1+1.1R.+.R.9+10.R 9.9+.R 10.9+.7R 11.1+5.9R +.R.9+3.R qa qf 750 7 5 10 555 901 79 77 525 5 70 20 3 31 19 F, lap -2.R.-2.7R 9.-3.2R 10.-3.7R 11.-.1R 11.-R.7-.3R 13.-.7R 13.9-3.R F, no lap.2+21r 7.1+1.1R.+.R 9.5+9.9R 10.+7.R 10.9+.7R 11.9+5.3R.+R 13.7+3.1R qa qf 750 0 9 5 10 555 901 79 77 20 3 373 0 20 3 31 19 F, lap -2.R 9.1-3.2R 9.-3.2R 10.-3.7R 11.-.1R.-.R 13.5-5R 13.-.7R 13.9-3.R F, no lap.2+21r 7.7+15.R.+.R 9.5+9.9R 10.+7.R 11.7+R.7+.R.+R 13.7+3.1R Page 3 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X ENP19 PINS 5 7 9 10 11 qa qf 2201 3577 2193 353 2 3553 22 35 217 350 217 3535 77 3003 1551 21 1303 205 F, lap -0.3R -0.3R.1-0.3R.2-0.3R.2-0.2R.2-0.2R.3-0.2R.3-0.2R.3-0.2R F, no lap 3.1+11.2R 3.3+.9R 3.5+7.R 3.+.R 3.7+5.R 3.+5R 3.9+.5R 3.9+.1R.2+3.2R qa qf 201 339 201 3317 2027 3293 201 327 200 322 2001 3251 77 3003 1551 21 1303 205 F, lap.-0.5r.5-0.5r.-0.5r.7-0.5r.-0.5r.9-0.r.9-0.r 5-0.R 5-0.3R F, no lap 3.5+10.9R 3.+.7R +7.2R.2+.1R.3+5.R.+.R.5+.3R.+3.9R.9+3.1R qa qf 192 3132 1930 3137 72 301 2 3059 0 2990 53 3011 20 2957 1551 21 1303 205 F, lap.7-0.7r.-0.7r 5.1-0.7R 5.1-0.7R 5.3-0.7R 5.3-0.R 5.5-0.R 5.5-0.R 5.-0.5R F, no lap 3.+10.R.1+.5R.5+.9R.+R.+5.2R.9+.R 5.1+.1R 5.1+3.7R 5.5+2.9R qa qf 1707 2773 152 2 1 220 152 2571 1559 2533 150 2503 1525 27 15 257 1303 205 F, lap 5.1-1R 5.5-1.1R 5.7-1.1R 5.9-1.1R.1-1.1R.3-1.1R.-1R.-1R.-0.R F, no lap.2+10.5r.7+.1r 5.1+.R 5.+5.5R 5.+.R 5.9+.1R +3.7R.2+3.3R.5+2.5R qa qf 15 2510 1513 25 13 2 1350 219 1353 219 5 202 59 205 9 203 1191 193 F, lap 5.-1.3R 5.-1.3R.-1.R.-1.5R.7-1.R 7.3-1.R 7.-1.5R 7.-1.R 7.-1.3R F, no lap.5+10.2r 5.1+7.9R 5.+.1R.1+5.1R.3+.R.+3.R 7+3.2R 7.1+2.R 7.7+2.1R qa qf 133 21 131 20 117 19 07 191 109 1770 1 2 103 10 109 173 99 1 F, lap 5.-1.R.1-1.R.-1.9R 7-1.R 7.-2R 7.7-1.9R.3-2.1R.3-1.9R.-1.7R F, no lap.9+9.9r 5.+7.R.3+5.R.5+.R 7.1+3.R 7.3+3.3R 7.9+2.R 7.9+2.3R.5+1.7R qa qf 133 21 1133 1 979 1591 103 195 93 1517 1371 90 172 33 1353 75 32 F, lap 5.-1.R.-2R 7.-2.R 7.5-2.2R.2-2.R.9-2.R.9-2.5R 9.5-2.7R 9.-2.3R F, no lap.9+9.9r 5.9+7.2R.+5.3R 7+.R 7.7+3.R.5+2.R.5+2.2R 9.1+1.R 9.7+1.1R qa qf 105 1731 1133 1 979 1591 59 1395 77 1 1371 75 25 0 1105 19 1005 F, lap.3-2r.-2r 7.-2.R.2-2.7R 9-3R.9-2.R 9.-3R 10.3-3.3R 10.-2.7R F, no lap 5.+9.5R 5.9+7.2R.+5.3R 7.7+3.9R.5+2.R.5+2.R 9.2+1.7R 9.9+1R 10.5+0.7R qa qf 105 1731 5 13 979 1591 59 1395 77 1 5 109 5 952 0 1105 19 1005 F, lap.3-2r 7.2-2.5R 7.-2.R.2-2.7R 9-3R 9.-3.R 10.5-3.7R 10.3-3.3R 10.-2.7R F, no lap 5.+9.5R.5+.7R.+5.3R 7.7+3.9R.5+2.R 9.3+1.R 10.1+1R 9.9+1R 10.5+0.7R Page 39 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Support Fastener s 3/7/ 1 ga. Allowable Shear, qa, Factored Shear, qf DGB-3 and DGBF-3 and Flexibility Factor, F with DeltaGrip and X ENP19 PINS Seam Attachme Deck Span (ft) nt 5 7 9 10 11 qa qf 27 531 272 521 277 51 2775 509 2772 505 2770 502 217 2 30 17 2907 F, lap 3-0.2R 3.1-0.2R 3.1-0.2R 3.1-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R F, no lap 2.5+.R 2.7+5.1R 2.+.2R 2.+3.R 2.9+3.2R 2.9+2.R 3+2.R 3+2.3R 3.1+1.R qa qf 25 31 20 291 229 273 221 259 215 29 210 21 205 2 30 17 2907 F, lap 3.3-0.3R 3.-0.3R 3.5-0.3R 3.5-0.3R 3.-0.2R 3.-0.2R 3.-0.2R 3.7-0.2R 3.7-0.2R F, no lap 2.+.2R 3+.9R 3.2+.1R 3.2+3.5R 3.3+3.1R 3.+2.7R 3.+2.5R 3.5+2.2R 3.+1.R qa qf 2519 09 2529 109 273 0 27 02 2 397 22 001 230 399 2 30 17 2907 F, lap 3.-0.5R 3.7-0.R 3.-0.R 3.9-0.R -0.R -0.3R.1-0.3R.1-0.3R.1-0.3R F, no lap 3.1+.1R 3.3+.R 3.5+R 3.5+3.R 3.7+3R 3.7+2.R 3.+2.3R 3.9+2.1R.1+1.7R qa qf 2271 391 2220 30 23 35 2155 3503 213 37 211 339 2102 31 2090 339 17 2907 F, lap -0.7R.2-0.7R.-0.7R.5-0.7R.-0.R.7-0.R.-0.R.9-0.R.9-0.5R F, no lap 3.5+5.9R 3.+.5R +3.7R.2+3.1R.3+2.7R.5+2.3R.+2.1R.7+1.9R.+1.R qa qf 2072 33 2051 3333 53 3010 303 0 3055 17 21 1771 27 1790 290 192 279 F, lap.3-0.9r.5-0.9r 5-1.1R 5.1-1R 5.1-0.9R 5.5-1R 5.5-0.9R 5.-0.9R 5.-0.R F, no lap 3.+5.7R.1+.R.+3.3R.+2.R.9+2.R 5.3+1.9R 5.3+1.7R 5.+1.R 5.+1.1R qa qf 1795 2917 30 297 239 179 272 1529 2 155 257 1 235 1522 273 2317 2 F, lap.7-1.2r.-1.1r 5.-1.3R 5.-1.2R 5.9-1.R 5.9-1.2R.3-1.R.3-1.2R.-1.1R F, no lap.2+5.r.+.1r 5.1+3R 5.1+2.R 5.+2R 5.7+1.7R.1+1.3R.1+1.2R.5+0.R qa qf 1795 2917 153 250 13 2 152 230 1309 27 1 1931 7 2092 1190 193 110 1797 3 F, lap.7-1.2r 5.3-1.5R -1.R 5.9-1.5R.5-1.7R 7-2R.9-1.7R 7.3-1.R 7.7-1.R F, no lap.2+5.r.9+3.r 5.+2.R 5.+2.2R.2+1.R.+1R.+1R 7.1+0.R 7.+0.3R qa qf 1 2295 153 250 13 2 15 192 1057 17 1 1931 10 175 999 3 910 179 F, lap 5.2-1.R 5.3-1.5R -1.R.-2R 7.2-2.3R 7-2R 7.-2.1R.1-2.3R.-2R F, no lap.7+.9r.9+3.r 5.+2.R.3+1.R 7+1.1R.+1R 7.3+0.R 7.9+0.1R.-0.1R qa qf 1 2295 10 1917 13 2 15 192 1057 17 93 1532 2 139 999 3 910 179 0 F, lap 5.2-1.R -2R -1.R.-2R 7.2-2.3R 7.9-2.R.5-2.R.1-2.3R.-2R F, no lap.7+.9r 5.+3.2R 5.+2.R.3+1.R 7+1.1R 7.+0.R.3-0.1R 7.9+0.1R.-0.1R Page 0 of 5

Support Fasteners 3/7/ 22ga. Seam Deck Span Spacing (ft) (in) 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X EDN19 PINS 5 7 9 10 11 qa qf 7 2077 205 5 2037 2025 0 2015 1151 2 932 192 771 33 7 103 F, lap 7.-0.9R 7.7-0.9R 7.-0.R -0.R.1-0.7R.2-0.7R.3-0.R.3-0.R.-0.5R F, no lap.+3.2r 5.+2.9R 5.9+2R.3+20.7R.5+.2R.+1.1R 7+1.R 7.2+13.2R +10.R qa qf 1151 70 1 27 1105 1795 1090 1772 1079 1753 1070 173 932 192 771 33 7 103 F, lap.3-1.r.7-1.r 9-1.R 9.3-1.3R 9.5-1.2R 9.7-1.2R 9.-1.1R 9.9-1.1R 10-0.9R F, no lap 5.5+35.7R.+2.3R 7.1+23.R 7.+20.1R +17.7R.3+15.R.+1R.+.7R 9.+10R qa qf 109 1705 103 1 95 101 9 102 99 153 95 1550 92 192 771 33 7 103 F, lap 9-1.R 9.-1.R 10-1.9R 10.2-1.7R 10.7-1.R 10.-1.7R 11.1-1.7R 11.2-1.R 11.-1.R F, no lap.1+35.3r 7.1+2R.1+22.9R.5+19.7R 9.1+17.1R 9.+15.1R 9.9+13.5R 10+.2R 11.1+9.R qa qf 90 17 57 1393 20 1333 793 771 53 75 25 70 02 72 13 7 103 F, lap 9.9-2.5R 10.7-2.7R 11.-2.R -2.R.5-2.R.9-2.R 13.3-2.7R 13.-2.7R 13.7-2.2R F, no lap 7.1+3.R.+27R 9.5+22R 10.3+.R 10.9+1.1R 11.5+1R +.5R.+11.1R 13.+.7R qa qf 19 1331 70 79 1103 10 0 1073 599 973 599 97 599 97 553 99 F, lap 10.5-3R 11.-3.1R.-3.R 13.3-3.7R 13.-3.R 15-R 15.3-3.R 15.5-3.7R 1.3-3.3R F, no lap 7.7+3.2R 9.1+2.R 10.9+21R 11.+17.7R.2+15.3R 13.+.R 1+11.3R 1.+10.1R 15.9+7.R qa qf 715 1 9 17 59 972 59 972 525 53 53 7 77 79 721 F, lap 11.3-3.R.1-3.7R 13.7-.5R 1.2-.3R 15.-.9R 15.9-.7R 17.2-5.1R 17.-.R.1-.2R F, no lap.+33.5r 9.+2R 11.+20.3R.5+17.1R 1.1+1R 1.5+.1R 15.9+10.1R 1.2+9R 17.7+.R qa qf 715 1 597 970 9 07 513 33 3 719 3 31 11 7 39 00 33 53 F, lap 11.3-3.R 13-.5R 1.-5.R 15.3-5.1R 1.-5.R.-.5R.-5.9R 19.-.5R 20.-5.R F, no lap.+33.5r 10.+25.2R.9+19.3R 13.+1.3R 15.2+13.1R 17+10.3R 17.1+9.3R.7+7.3R 20.2+5.5R qa qf 59 99 597 970 9 07 19 1 31 5 3 31 35 50 309 503 20 5 F, lap.2-.5r 13-.5R 1.-5.R 1.5-.2R.3-.9R.-.5R 19.9-7R 21.-7.7R 22.2-.3R F, no lap 9.3+32.7R 10.+25.2R.9+19.3R 1.+15.2R 1.7+R 17+10.3R.+.2R 20.3+.1R 21.+.R qa qf 59 99 7 770 9 07 19 1 31 5 315 513 279 5 309 503 20 5 F, lap.2-.5r 1.2-5.R 1.-5.R 1.5-.2R.3-.9R 20-7.R 21.7-.R 21.-7.7R 22.2-.3R F, no lap 9.3+32.7R 11.9+2.1R.9+19.3R 1.+15.2R 1.7+R.+9R 20.+.R 20.3+.1R 21.+.R Page 1 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X EDN19 PINS 5 7 9 10 11 qa qf 153 2573 1571 2553 153 250 155 2529 1551 2521 151 222 2 192 1013 1 52 132 F, lap 5.9-0.R.1-0.5R.2-0.5R.3-0.5R.3-0.R.-0.R.-0.R.5-0.3R.5-0.3R F, no lap.1+22.9r.+.3r 5+15.2R 5.2+13.1R 5.+11.5R 5.5+10.2R 5.+9.2R 5.7+.R.3+.R qa qf 1 2353 2313 10 225 1393 223 132 22 137 2233 2 192 1013 1 52 132 F, lap.7-1r 7-0.9R 7.2-0.9R 7.3-0.R 7.-0.R 7.5-0.7R 7.-0.7R 7.7-0.7R 7.7-0.R F, no lap.9+22.r 5.5+17.9R +1.R.2+.7R.5+11.2R.7+9.9R.+.9R 7+.1R 7.5+.R qa qf 1332 215 132 215 70 20 7 2071 35 2007 3 2019 13 192 1013 1 52 132 F, lap 7.3-1.3R 7.5-1.2R -1.3R -1.1R.-1.2R.-1.1R.7-1R.7-1R.9-0.9R F, no lap 5.5+22.2R.1+17.R.+1.R 7+.R 7.+10.R 7.5+9.R 7.9+.R +7.R.+.1R qa qf 110 1107 1799 10 173 1039 19 1017 152 99 3 9 159 971 157 52 132 F, lap.1-1.9r.7-1.9r 9.2-2R 9.-1.9R 9.9-1.9R 10.2-1.9R 10.-1.R 10.7-1.7R 10.7-1.5R F, no lap.3+21.r 7.3+1.9R +13.7R.5+11.R.9+10.1R 9.3+.R 9.+7.R 9.9+7R 10.5+5.5R qa qf 10 199 100 13 137 77 72 1 79 93 00 1300 03 1305 7 1 F, lap.7-2.3r 9.3-2.3R 10.5-2.R 10.-2.7R 11.1-2.5R.1-2.9R.2-2.7R.3-2.5R.9-2.3R F, no lap.9+21.2r 7.9+1.5R 9.3+.9R 9.+10.9R 10.1+9.R 11.2+7.R 11.+.9R 11.+.2R.7+.R qa qf 907 17 93 152 775 59 7 7 702 110 717 11 55 10 73 109 1 1001 F, lap 9.5-2.9R 10.1-2.9R 11.-3.5R 11.7-3.2R.-3.R.9-3.R 13.9-3.7R 13.9-3.R 1.-3R F, no lap 7.7+20.R.+15.9R 10.2+.2R 10.+10.3R 11.+.3R +7.2R 13.1+5.9R 13.2+5.3R 1.+3.9R qa qf 907 17 72 3 51 1059 1 1107 59 9 523 9 50 910 50 20 5 75 F, lap 9.5-2.9R 11-3.7R.5-.R.7-R 1-.5R 15.3-5R 15.1-.R 1.3-.9R 1.9-.2R F, no lap 7.7+20.R 9.+15.2R 11.3+11.3R 11.+9.R 13+7.5R 1.+5.R 1.3+5.2R 15.5+3.R 1.7+2.7R qa qf 72 0 72 3 51 1059 551 9 7 773 523 9 5 75 0 379 1 F, lap 10.5-3.R 11-3.7R.5-.R 1-5R 15.5-5.R 15.3-5R 1.5-5.R 17.-R.5-5R F, no lap.7+19.7r 9.+15.2R 11.3+11.3R.9+.5R 1.5+.3R 1.+5.R 15.7+.2R 17.1+2.R.3+1.9R qa qf 72 0 03 979 51 1059 551 9 7 773 17 7 371 02 0 379 1 F, lap 10.5-3.R.3-.R.5-.R 1-5R 15.5-5.R 17-.3R.-.R 17.-R.5-5R F, no lap.7+19.7r 10.+1.1R 11.3+11.3R.9+.5R 1.5+.3R 1.1+.3R 17.+2.R 17.1+2.R.3+1.9R Page 2 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X EDN19 PINS 5 7 9 10 11 qa qf 2177 353 219 352 213 3515 2159 350 2155 3502 2152 39 77 3003 1551 21 1303 205 F, lap.1-0.3r.2-0.2r.3-0.2r.3-0.2r.3-0.2r.3-0.2r.-0.2r.-0.1r.-0.1r F, no lap 3.3+11.2R 3.5+9R 3.7+7.R 3.+.R 3.+5.7R 3.9+5R +.5R +.1R.3+3.3R qa qf 201 331 2021 32 2007 322 1997 325 199 3232 192 3221 77 3003 1551 21 1303 205 F, lap.7-0.5r.-0.5r.9-0.r 5-0.R 5-0.R 5.1-0.3R 5.1-0.3R 5.2-0.3R 5.2-0.3R F, no lap 3.+11R.1+.7R.3+7.3R.5+.2R.+5.5R.7+.9R.7+.R.+R 5.1+3.1R qa qf 1910 3103 1913 310 55 3015 3033 25 29 37 29 05 293 1551 21 1303 205 F, lap 5.2-0.7R 5.2-0.R 5.5-0.R 5.5-0.5R 5.7-0.5R 5.7-0.5R 5.-0.5R 5.-0.R 5.9-0.R F, no lap.3+10.r.5+.r.9+7r 5+.1R 5.2+5.3R 5.2+.7R 5.+.2R 5.+3.R 5.+3R qa qf 192 2750 139 23 100 201 1571 2553 15 251 1530 27 1515 22 1503 22 1303 205 F, lap 5.9-1.1R.2-1.1R.-1.1R.-1R.-1R.9-0.9R 7-0.9R 7.1-0.R 7.2-0.7R F, no lap 5+10.R 5.5+.1R 5.9+.R.1+5.R.3+.9R.5+.3R.7+3.R.+3.R 7.1+2.7R qa qf 1532 29 1501 20 1337 2173 131 20 135 25 3 2013 52 203 3 2052 15 192 F, lap.-1.r.7-1.r 7.5-1.7R 7.-1.5R 7.7-1.R.-1.R.-1.R.-1.3R.-1.2R F, no lap 5.5+10R +7.R.9+R 7.1+5.1R 7.2+.5R 7.9+3.R +3.3R +3R.7+2.1R qa qf 1323 2150 1332 21 119 99 1199 199 103 170 11 17 102 171 103 172 991 110 F, lap 7.1-2R 7.-1.R.3-2.2R.3-1.9R 9.1-2.2R 9.1-1.9R 9.-2.1R 9.-1.9R 10.1-1.7R F, no lap.3+9.5r.+7.r 7.7+5.5R 7.+.7R.7+3.7R.+3.3R 9.+2.R 9.3+2.R 10+1.7R qa qf 1323 2150 15 2 972 1579 103 1 92 150 39 133 901 15 30 13 75 2 F, lap 7.1-2R.3-2.5R 9.-3R 9.2-2.5R 10.2-2.R 11.1-3.2R 10.7-2.R 11.-2.9R.1-2.R F, no lap.3+9.5r 7.+.7R.+.7R.7+.1R 9.7+3R 10.7+2R 10.+2.1R 11.2+1.R +0.R qa qf 105 171 15 2 972 1579 53 13 73 0 39 133 751 20 77 1101 1 1001 F, lap.2-2.9r.3-2.5r 9.-3R 10.5-3.R 11.-3.R 11.1-3.2R -3.R 13-3.R 13.-3.3R F, no lap 7.3+.R 7.+.7R.+.7R 10+3.2R 11.1+2R 10.7+2R 11.+1.3R.+0.5R 13.5+0.1R qa qf 105 171 77 5 972 1579 53 13 73 0 5 103 53 97 77 1101 1 1001 F, lap.2-2.9r 9.-3.R 9.-3R 10.5-3.R 11.-3.R.7-.3R 13.-.R 13-3.R 13.-3.3R F, no lap 7.3+.R.9+5.R.+.7R 10+3.2R 11.1+2R.3+0.9R 13.+0.1R.+0.5R 13.5+0.1R Page 3 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Support Fastene rs 3/7/ 1 ga. Allowable Shear, qa, Factored Shear, qf DGB-3 and DGBF-3 and Flexibility Factor, F with DeltaGrip and X EDN19 PINS Sea Deck Span m (ft) Attac 5 7 9 10 11 qa qf 2757 79 2751 70 27 3 273 5 271 5 2739 51 217 2 30 17 2907 F, lap 3.1-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R F, no lap 2.+.R 2.+5.1R 2.+.3R 2.9+3.7R 2.9+3.3R 3+2.9R 3+2.R 3+2.R 3.2+1.9R qa qf 22 270 213 2 202 229 259 21 25 20 253 19 2579 2 30 17 2907 F, lap 3.5-0.3R 3.-0.2R 3.-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.-0.2R 3.-0.1R 3.-0.1R F, no lap 3+.3R 3.2+5R 3.3+.2R 3.+3.R 3.+3.2R 3.5+2.R 3.5+2.5R 3.+2.3R 3.7+1.R qa qf 29 053 250 09 29 390 2 00 22 3939 239 39 20 3913 2 30 17 2907 F, lap 3.9-0.R 3.9-0.3R.1-0.3R.1-0.3R.2-0.3R.1-0.3R.2-0.2R.2-0.2R.3-0.2R F, no lap 3.+.2R 3.5+.9R 3.7+R 3.+3.5R 3.9+3R 3.9+2.7R +2.R +2.2R.2+1.7R qa qf 2251 35 2202 357 21 3519 2139 375 21 31 2101 31 207 3391 2075 3372 17 2907 F, lap.5-0.7r.7-0.7r.-0.r.9-0.r 5-0.5R 5.1-0.5R 5.1-0.5R 5.2-0.5R 5.2-0.R F, no lap +5.9R.3+.R.5+3.R.+3.2R.7+2.R.+2.5R.9+2.2R 5+2R 5.1+1.5R qa qf 2055 330 2035 3307 0 299 5 301 3035 1737 223 171 21 1779 291 273 F, lap.9-0.9r 5.1-0.9R 5.7-1R 5.7-0.9R 5.7-0.R.2-0.9R.1-0.R.1-0.7R.-0.7R F, no lap.+5.r.7+.r 5.3+3.3R 5.+2.9R 5.+2.5R 5.9+2.1R 5.9+1.9R 5.9+1.7R.+1.2R qa qf 170 293 1 2952 113 222 1 2711 1520 270 157 252 10 2373 151 20 119 230 2 F, lap 5.-1.R 5.-1.2R.-1.R.3-1.2R.9-1.3R.7-1.2R 7.2-1.3R 7.1-1.1R 7.-1R F, no lap 5.1+5.2R 5.2+.1R +3R +2.R.+2R.5+1.R 7+1.R.9+1.3R 7.+0.9R qa qf 170 293 1532 29 1335 219 13 235 1301 211 1920 1 201 1 1925 1100 17 3 F, lap 5.-1.R.5-1.7R 7.-2.1R 7.1-1.R 7.-1.R.5-2.1R -1.7R.-1.R 9.1-1.7R F, no lap 5.1+5.2R.1+3.5R 7+2.3R.+2.2R 7.5+1.5R.2+0.9R 7.+1R.+0.R 9+0.3R qa qf 100 2275 1532 29 1335 219 117 191 1051 170 1920 101 175 995 11 907 17 F, lap.7-2.2r.5-1.7r 7.-2.1R.2-2.R 9.1-2.7R.5-2.1R 9.2-2.3R 9.9-2.5R 10.-2.2R F, no lap.2+.r.1+3.5r 7+2.3R 7.9+1.R.+0.7R.2+0.9R.9+0.R 9.7+0R 10.3-0.3R qa qf 100 2275 1170 1901 1335 219 117 191 1051 170 939 1525 3 132 995 11 907 17 0 F, lap.7-2.2r 7.-2.7R 7.-2.1R.2-2.R 9.1-2.7R 10-3R 10.-3.3R 9.9-2.5R 10.-2.2R F, no lap.2+.r 7.+2.5R 7+2.3R 7.9+1.R.+0.7R 9.7+0R 10.-0.R 9.7+0R 10.3-0.3R Page of 5

22 ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X EDNK22 PINS 5 7 9 10 11 qa qf 1979 0 1959 1197 195 1191 1935 15 192 1151 2 932 192 771 33 7 103 F, lap 7.-0.9R 7.7-0.9R 7.-0.R -0.R.1-0.7R.2-0.7R.3-0.R.3-0.R.-0.5R F, no lap.+3.2r 5.+2.9R 5.9+2R.3+20.7R.5+.2R.+1.1R 7+1.R 7.2+13.2R +10.R qa qf 1102 1790 1079 1753 102 172 109 1705 100 19 1032 17 932 192 771 33 7 103 F, lap.3-1.r.7-1.r 9-1.R 9.3-1.3R 9.5-1.2R 9.7-1.2R 9.-1.1R 9.9-1.1R 10-0.9R F, no lap 5.5+35.7R.+2.3R 7.1+23.R 7.+20.1R +17.7R.3+15.R.+1R.+.7R 9.+10R qa qf 1007 137 99 2 951 155 952 157 919 193 92 1501 99 10 771 33 7 103 F, lap 9-1.R 9.-1.R 10-1.9R 10.2-1.7R 10.7-1.R 10.-1.7R 11.1-1.7R 11.2-1.R 11.-1.R F, no lap.1+35.3r 7.1+2R.1+22.9R.5+19.7R 9.1+17.1R 9.+15.1R 9.9+13.5R 10+.2R 11.1+9.R qa qf 73 119 27 13 79 90 79 9 79 17 73 1192 721 1171 710 115 7 103 F, lap 9.9-2.5R 10.7-2.7R 11.-2.R -2.R.5-2.R.9-2.R 13.3-2.7R 13.-2.7R 13.7-2.2R F, no lap 7.1+3.R.+27R 9.5+22R 10.3+.R 10.9+1.1R 11.5+1R +.5R.+11.1R 13.+.7R qa qf 77 79 753 23 57 107 1053 2 103 53 9 5 950 55 951 5 F, lap 10.5-3R 11.-3.1R.-3.R 13.3-3.7R 13.-3.R 15-R 15.3-3.R 15.5-3.7R 1.3-3.3R F, no lap 7.7+3.2R 9.1+2.R 10.9+21R 11.+17.7R.2+15.3R 13.+.R 1+11.3R 1.+10.1R 15.9+7.R qa qf 111 10 577 93 50 92 513 3 52 52 7 70 1 71 37 710 F, lap 11.3-3.R.1-3.7R 13.7-.5R 1.2-.3R 15.-.9R 15.9-.7R 17.2-5.1R 17.-.R.1-.2R F, no lap.+33.5r 9.+2R 11.+20.3R.5+17.1R 1.1+1R 1.5+.1R 15.9+10.1R 1.2+9R 17.7+.R qa qf 111 57 932 0 70 99 11 31 700 37 15 02 53 31 57 32 532 F, lap 11.3-3.R 13-.5R 1.-5.R 15.3-5.1R 1.-5.R.-.5R.-5.9R 19.-.5R 20.-5.R F, no lap.+33.5r 10.+25.2R.9+19.3R 13.+1.3R 15.2+13.1R 17+10.3R 17.1+9.3R.7+7.3R 20.2+5.5R qa qf 5 923 57 932 0 70 05 5 39 57 37 15 33 5 302 90 273 3 F, lap.2-.5r 13-.5R 1.-5.R 1.5-.2R.3-.9R.-.5R 19.9-7R 21.-7.7R 22.2-.3R F, no lap 9.3+32.7R 10.+25.2R.9+19.3R 1.+15.2R 1.7+R 17+10.3R.+.2R 20.3+.1R 21.+.R qa qf 5 923 53 73 0 70 05 5 39 57 305 9 270 39 302 90 273 3 F, lap.2-.5r 1.2-5.R 1.-5.R 1.5-.2R.3-.9R 20-7.R 21.7-.R 21.-7.7R 22.2-.3R F, no lap 9.3+32.7R 11.9+2.1R.9+19.3R 1.+15.2R 1.7+R.+9R 20.+.R 20.3+.1R 21.+.R Page 5 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X EDNK22 PINS 5 7 9 10 11 qa qf 1505 25 195 229 1 217 209 17 202 175 2397 2 192 1013 1 52 132 F, lap 5.9-0.R.1-0.5R.2-0.5R.3-0.5R.3-0.R.-0.R.-0.R.5-0.3R.5-0.3R F, no lap.1+22.9r.+.3r 5+15.2R 5.2+13.1R 5.+11.5R 5.5+10.2R 5.+9.2R 5.7+.R.3+.R qa qf 133 22 132 221 137 2190 133 2171 1327 2157 1320 215 2 192 1013 1 52 132 F, lap.7-1r 7-0.9R 7.2-0.9R 7.3-0.R 7.-0.R 7.5-0.7R 7.-0.7R 7.7-0.7R 7.7-0.R F, no lap.9+22.r 5.5+17.9R +1.R.2+.7R.5+11.2R.7+9.9R.+.9R 7+.1R 7.5+.R qa qf 77 2075 73 20 23 197 2 1995 1192 1937 00 1950 1173 190 1013 1 52 132 F, lap 7.3-1.3R 7.5-1.2R -1.3R -1.1R.-1.2R.-1.1R.7-1R.7-1R.9-0.9R F, no lap 5.5+22.2R.1+17.R.+1.R 7+.R 7.+10.R 7.5+9.R 7.9+.R +7.R.+.1R qa qf 1115 107 1735 1033 179 1007 13 97 103 970 1577 957 1555 9 1537 52 132 F, lap.1-1.9r.7-1.9r 9.2-2R 9.-1.9R 9.9-1.9R 10.2-1.9R 10.-1.R 10.7-1.7R 10.7-1.5R F, no lap.3+21.r 7.3+1.9R +13.7R.5+11.R.9+10.1R 9.3+.R 9.+7.R 9.9+7R 10.5+5.5R qa qf 1005 13 973 151 5 1391 51 133 137 775 59 70 7 7 7 732 19 F, lap.7-2.3r 9.3-2.3R 10.5-2.R 10.-2.7R 11.1-2.5R.1-2.9R.2-2.7R.3-2.5R.9-2.3R F, no lap.9+21.2r 7.9+1.5R 9.3+.9R 9.+10.9R 10.1+9.R 11.2+7.R 11.+.9R 11.+.2R.7+.R qa qf 71 115 2 100 79 17 70 35 2 110 99 1135 39 1039 57 10 07 97 F, lap 9.5-2.9R 10.1-2.9R 11.-3.5R 11.7-3.2R.-3.R.9-3.R 13.9-3.7R 13.9-3.R 1.-3R F, no lap 7.7+20.R.+15.9R 10.2+.2R 10.+10.3R 11.+.3R +7.2R 13.1+5.9R 13.2+5.3R 1.+3.9R qa qf 71 115 733 1191 29 1023 0 1072 50 92 510 29 59 92 95 0 50 731 F, lap 9.5-2.9R 11-3.7R.5-.R.7-R 1-.5R 15.3-5R 15.1-.R 1.3-.9R 1.9-.2R F, no lap 7.7+20.R 9.+15.2R 11.3+11.3R 11.+9.R 13+7.5R 1.+5.R 1.3+5.2R 15.5+3.R 1.7+2.7R qa qf 709 1152 733 1191 29 1023 53 2 750 510 29 5 739 09 371 03 F, lap 10.5-3.R 11-3.7R.5-.R 1-5R 15.5-5.R 15.3-5R 1.5-5.R 17.-R.5-5R F, no lap.7+19.7r 9.+15.2R 11.3+11.3R.9+.5R 1.5+.3R 1.+5.R 15.7+.2R 17.1+2.R.3+1.9R qa qf 709 1152 57 939 29 1023 53 2 750 05 5 30 55 09 371 03 F, lap 10.5-3.R.3-.R.5-.R 1-5R 15.5-5.R 17-.3R.-.R 17.-R.5-5R F, no lap.7+19.7r 10.+1.1R 11.3+11.3R.9+.5R 1.5+.3R 1.1+.3R 17.+2.R 17.1+2.R.3+1.9R Page of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and X EDNK22 PINS 5 7 9 10 11 qa qf 202 3351 2055 330 2050 3332 207 332 20 3322 202 33 77 3003 1551 21 1303 205 F, lap.1-0.3r.2-0.2r.3-0.2r.3-0.2r.3-0.2r.3-0.2r.-0.2r.-0.1r.-0.1r F, no lap 3.3+11.2R 3.5+9R 3.7+7.R 3.+.R 3.+5.7R 3.9+5R +.5R +.1R.3+3.3R qa qf 192 3155 192 39 191 3110 1905 309 99 305 93 307 77 3003 1551 21 1303 205 F, lap.7-0.5r.-0.5r.9-0.r 5-0.R 5-0.R 5.1-0.3R 5.1-0.3R 5.2-0.3R 5.2-0.3R F, no lap 3.+11R.1+.7R.3+7.3R.5+.2R.+5.5R.7+.9R.7+.R.+R 5.1+3.1R qa qf 2 29 2 2971 177 29 17 290 1752 27 17 2 1735 220 1551 21 1303 205 F, lap 5.2-0.7R 5.2-0.R 5.5-0.R 5.5-0.5R 5.7-0.5R 5.7-0.5R 5.-0.5R 5.-0.R 5.9-0.R F, no lap.3+10.r.5+.r.9+7r 5+.1R 5.2+5.3R 5.2+.7R 5.+.2R 5.+3.R 5.+3R qa qf 239 1577 252 153 2507 1517 2 197 233 11 207 1 23 157 23 1303 205 F, lap 5.9-1.1R.2-1.1R.-1.1R.-1R.-1R.9-0.9R 7-0.9R 7.1-0.R 7.2-0.7R F, no lap 5+10.R 5.5+.1R 5.9+.R.1+5.R.3+.9R.5+.3R.7+3.R.+3.R 7.1+2.7R qa qf 172 2393 17 2352 9 2103 1300 2113 1305 20 05 195 19 190 30 1999 1157 0 F, lap.-1.r.7-1.r 7.5-1.7R 7.-1.5R 7.7-1.R.-1.R.-1.R.-1.3R.-1.2R F, no lap 5.5+10R +7.R.9+R 7.1+5.1R 7.2+.5R 7.9+3.R +3.3R +3R.7+2.1R qa qf 72 207 5 209 1131 3 113 90 1053 1711 10 179 1003 130 103 17 99 157 F, lap 7.1-2R 7.-1.R.3-2.2R.3-1.9R 9.1-2.2R 9.1-1.9R 9.-2.1R 9.-1.9R 10.1-1.7R F, no lap.3+9.5r.+7.r 7.7+5.5R 7.+.7R.7+3.7R.+3.3R 9.+2.R 9.3+2.R 10+1.7R qa qf 72 207 10 172 939 152 1005 133 902 15 1 132 79 10 131 7 09 F, lap 7.1-2R.3-2.5R 9.-3R 9.2-2.5R 10.2-2.R 11.1-3.2R 10.7-2.R 11.-2.9R.1-2.R F, no lap.3+9.5r 7.+.7R.+.7R.7+.1R 9.7+3R 10.7+2R 10.+2.1R 11.2+1.R +0.R qa qf 1010 10 172 939 152 25 130 72 117 1 132 73 119 1079 0 92 F, lap.2-2.9r.3-2.5r 9.-3R 10.5-3.R 11.-3.R 11.1-3.2R -3.R 13-3.R 13.-3.3R F, no lap 7.3+.R 7.+.7R.+.7R 10+3.2R 11.1+2R 10.7+2R 11.+1.3R.+0.5R 13.5+0.1R qa qf 1010 1 13 939 152 25 130 72 117 37 103 5 923 1079 0 92 F, lap.2-2.9r 9.-3.R 9.-3R 10.5-3.R 11.-3.R.7-.3R 13.-.R 13-3.R 13.-3.3R F, no lap 7.3+.R.9+5.R.+.7R 10+3.2R 11.1+2R.3+0.9R 13.+0.1R.+0.5R 13.5+0.1R Page 7 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Page of 5

22ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and K PINS 5 7 9 10 11 qa qf 1 2309 100 2275 135 2251 137 2233 135 2219 1151 2 932 192 771 33 7 103 F, lap.2-0.r.-0.r.5-0.5r.-0.r.-0.r.7-0.r.7-0.3r.-0.3r.-0.3r F, no lap 5.+3.5R.1+29.2R.+2.3R.9+21R 7.1+.5R 7.3+1.R 7.5+1.R 7.+13.5R.+10.7R qa qf 2057 29 199 03 1955 13 1923 11 9 1151 2 932 192 771 33 7 103 F, lap 9.-1.2R 10.1-1.1R 10.3-1R 10.-0.9R 10.-0.R 10.7-0.7R 10.7-0.7R 10.-0.R 10.9-0.R F, no lap.9+3r 7.+2.7R.+23.R.7+20.5R 9+.1R 9.3+1R 9.5+1.5R 9.7+13.2R 10.5+10.R qa qf 11 5 19 3 105 1730 102 1725 10 15 1021 159 932 192 771 33 7 103 F, lap 11.1-1.7R 11.2-1.5R 11.9-1.5R 11.-1.3R.3-1.3R.2-1.1R.-1.1R.5-1R.-0.9R F, no lap.2+35.r.9+2.2r 10+23.3R 10.1+20.1R 10.+17.R 10.9+15.7R 11.+1.1R 11.+.R.+10R qa qf 992 111 92 150 2 13 137 22 1335 00 1301 73 72 79 33 7 103 F, lap 13.2-2.R 13.9-2.7R 1.5-2.R 15-2.5R 15.-2.3R 15.7-2.2R 1-2.1R 1.2-2R 1.3-1.7R F, no lap 10.3+3.3R 11.7+27R.+22.2R 13.3+19R 13.+1.R 1.3+1.R 1.7+13.1R 15.1+11.R 1+9.2R qa qf 9 15 137 732 1190 71 113 70 113 32 1027 29 1023 27 1019 570 927 F, lap 1.7-3.R 15.-3.5R 17.7-.2R 17.-3.R -3.R 19.7-3.R 19.-3.R 19.-3.2R 20.-3R F, no lap 11.9+33.R 13.1+2.2R 15.+20.R 1.1+17.R 1.+15.5R.3+13R.+11.7R.+10.R 20.5+7.9R qa qf 77 0 755 2 7 1051 1 101 55 900 559 909 9 09 50 25 1 79 F, lap 17-5.3R 17.-.7R 20-5.R 19.9-.9R 22.1-5.5R 21.7-.R 23.7-5.2R 23.1-.R 2.-.3R F, no lap 1.2+31.R 15.1+25R.1+19.1R.2+1.R 20.+13.R 20.+R 22.+9.9R 22+9.2R 2.2+.R qa qf 77 0 55 105 537 73 57 9 72 77 13 72 32 703 3 31 351 571 F, lap 17-5.3R 20.2-.R 23.-R 22.7-.5R 25.3-7.3R 27.9-.2R 2.-.7R 2.-7.R 30.5-.7R F, no lap 1.2+31.R 17.9+23.1R 21.5+1.R 21+1.9R 23.7+11.R 2.5+.R 25.3+.R 27.7+.R 30.1+.2R qa qf 5 101 55 105 537 73 53 73 390 33 13 72 37 59 329 53 297 2 F, lap 20.5-R 20.2-.R 23.-R 2.-9.1R 29.7-10.3R 27.9-.2R 30.5-9R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 17.9+23.1R 21.5+1.R 2.9+.3R 2.2+.R 2.5+.R 29.2+.2R 31.9+3.9R 3.5+2.3R qa qf 5 101 52 52 537 73 53 73 390 33 30 553 301 9 329 53 297 2 F, lap 20.5-R 2.5-10R 23.-R 2.-9.1R 29.7-10.3R 32.9-11.5R 3-.5R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 22.3+19.7R 21.5+1.R 2.9+.3R 2.2+.R 31.5+5.3R 3.7+2.7R 31.9+3.9R 3.5+2.3R Page 9 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and K PINS 5 7 9 10 11 qa qf 09 2939 179 290 1775 25 175 2 1757 255 151 222 2 192 1013 1 52 132 F, lap.-0.r.5-0.3r.-0.3r.-0.3r.-0.2r.7-0.2r.7-0.2r.7-0.2r.7-0.2r F, no lap.+23.1r 5.1+.5R 5.+15.R 5.5+13.3R 5.7+11.7R 5.+10.R 5.9+9.R +.R.5+.R qa qf 131 251 1595 2592 159 259 159 2517 1533 292 151 222 2 192 1013 1 52 132 F, lap 7.-0.7R 7.-0.R 7.9-0.R -0.5R.1-0.5R.1-0.R.2-0.R.2-0.R.2-0.3R F, no lap 5.+22.R.3+.2R.7+15.1R.9+13R 7.1+11.5R 7.2+10.2R 7.+9.2R 7.5+.R +.R qa qf 19 219 17 2395 101 2277 102 227 1352 219 135 2207 2 192 1013 1 52 132 F, lap.-1.1r.-0.9r 9.1-0.9R 9-0.R 9.-0.R 9.3-0.7R 9.-0.R 9.5-0.R 9.7-0.5R F, no lap.+22.r 7.2+17.9R 7.9+1.R +.R.+11.2R.+10R.+9R.7+.2R 9.+.R qa qf 90 209 19 190 11 97 19 35 1099 17 1075 17 105 171 1013 1 52 132 F, lap 10.-1.9R 10.9-1.R 11.2-1.R 11.5-1.5R 11.7-1.R 11.9-1.3R.1-1.2R.2-1.2R.3-1R F, no lap.+21.7r 9.+17.1R 10+1R 10.+R 10.+10.5R 11.1+9.3R 11.3+.R 11.5+7.R.1+5.9R qa qf 113 9 1109 02 9 1570 952 157 91 1529 55 139 5 1390 5 1391 795 93 F, lap 11.7-2.R.1-2.3R 13.-2.R 13.-2.R 13.-2.2R 15.1-2.R 15-2.1R 1.9-1.9R 15.-1.9R F, no lap 9.9+20.9R 10.7+1.5R.+.9R.7+11.1R.+9.R 1.2+.2R 1.2+7.5R 1.1+.R 15.+5R qa qf 101 1 9 102 50 132 52 135 75 2 770 52 7 1117 705 11 2 103 F, lap 13.-3.9R 13.-3.3R 15.9-3.9R 15.5-3.2R 17.3-3.7R 1.-3.1R.2-3.R 17.7-2.9R.-2.R F, no lap +19.R.+15.R 1.7+11.R 1.5+10.3R 1.3+.3R 15.9+7.5R 17.+.2R 17+5.R.+.1R qa qf 101 1 1377 7 1157 737 1197 37 103 50 910 593 93 533 7 7 F, lap 13.-3.9R 1.-.R 19-5.R 17.9-.5R 20-5.1R 22.1-5.7R 20.7-.5R 22.-5R 23.-.R F, no lap +19.R 1.9+1R 17.+9.9R 1.9+9.1R 19+.9R 21.2+.9R 19.9+5.1R 21.7+3.R 23.+2.3R qa qf 1371 1377 7 1157 02 97 519 3 50 910 9 09 7 727 05 5 F, lap 17.2-.R 1.-.R 19-5.R 21.5-.7R 2-7.5R 22.1-5.7R 2.1-.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 1.9+1R 17.+9.9R 20.+.9R 23.1+.R 21.2+.9R 23.3+3.R 25.+1.9R 27.+0.7R qa qf 1371 77 1100 7 1157 02 97 519 3 55 739 03 55 7 727 05 5 F, lap 17.2-.R 20.-R 19-5.R 21.5-.7R 2-7.5R 2.-.5R 29.1-9.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 19.2+10.9R 17.+9.9R 20.+.9R 23.1+.R 25.+2.2R 2.3+0.R 25.+1.9R 27.+0.7R Page 50 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and K PINS 5 7 9 10 11 qa qf 22 2 210 20 259 221 259 207 252 19 2317 3707 77 3003 1551 21 1303 205 F, lap.-0.2r.-0.1r.-0.1r.-0.1r.-0.1r.5-0.1r.5-0.1r.5-0.1r.5-0.1r F, no lap 3.5+11.3R 3.7+9.1R 3.+7.R 3.9+.5R +5.R +5.1R.1+.R.1+.2R.+3.3R qa qf 2 3929 233 372 235 331 233 300 232 377 23 3707 77 3003 1551 21 1303 205 F, lap 5.1-0.3R 5.2-0.3R 5.2-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.-0.1R 5.-0.1R F, no lap.2+11.2r.5+.9r.+7.r.7+.r.+5.7r.9+5r.9+.5r 5+.1R 5.3+3.3R qa qf 223 331 222 321 2 31 2152 39 2091 3397 210 319 77 3003 1551 21 1303 205 F, lap 5.-0.5R 5.7-0.R -0.R 5.9-0.3R.1-0.3R -0.3R.2-0.3R.1-0.2R.2-0.2R F, no lap.9+11r 5+.R 5.+7.3R 5.+.3R 5.+5.5R 5.+.9R 5.+.R 5.+R.1+3.2R qa qf 195 3175 72 301 295 17 273 1733 21 1705 2771 273 1551 21 1303 205 F, lap 7-0.9R 7.2-0.R 7.-0.R 7.5-0.7R 7.-0.R 7.7-0.R 7.-0.5R 7.-0.5R 7.9-0.R F, no lap.1+10.r.5+.r.+.9r 7+5.9R 7.1+5.2R 7.3+.R 7.+.2R 7.5+3.R 7.7+2.9R qa qf 171 22 170 2772 1502 21 195 230 190 222 133 221 1372 2230 130 222 205 F, lap -1.R.1-1.1R 9.2-1.R 9.1-1.2R 9-1R 9.-1.1R 9.-1R 9.5-0.9R 10.1-0.9R F, no lap 7.2+10.1R 7.+.1R.+.3R.+5.5R.5+.9R 9.+.1R 9.2+3.7R 9.2+3.R 10+2.5R qa qf 1525 27 1511 25 131 213 1335 2170 119 197 2 199 15 27 1157 0 107 17 F, lap 9.7-2.2R 9.-1.7R 10.-2R 10.3-1.R 11.-1.R 10.9-1.5R 11.9-1.R 11.-1.R.1-1.3R F, no lap.+9.3r.7+7.5r 10.2+5.R 9.+5R 10.9+R 10.5+3.7R 11.5+3.1R 11+2.9R +2R qa qf 1525 27 207 1103 1793 115 2 1032 177 909 17 979 1591 3 13 0 130 F, lap 9.7-2.2R 11.-2.7R 13.2-3.3R.1-2.R 13.5-2.7R 1.-3R 13.-2.2R 1.7-2.5R 15.7-2.R F, no lap.+9.3r 10.7+.5R.+.R 11.+.3R 13+3.2R 1.+2.2R 13.2+2.5R 1.+1.R 15.+1R qa qf 39 2013 207 1103 1793 950 153 22 133 909 17 11 13 731 1 1079 F, lap.7-.2r 11.-2.7R 13.2-3.3R 15-3.R 1.7-.3R 1.-3R 1.2-3.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 10.7+.5R.+.R 1.+2.R 1.2+1.R 1.+2.2R 15.+1.R 17.2+0.7R.5+0R qa qf 39 2013 1023 1103 1793 950 153 22 133 723 1175 3 105 731 1 1079 F, lap.7-.2r 15.2-5.2R 13.2-3.3R 15-3.R 1.7-.3R.5-.R 20.2-5.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 1.5+R.+.R 1.+2.R 1.2+1.R.1+0.R 19.-0.R 17.2+0.7R.5+0R Page 51 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Page 52 of 5

22ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3(A) with DeltaGrip and K PINS 5 7 9 10 11 qa qf 135 2207 130 217 132 2157 13 2 1311 2130 1151 2 932 192 771 33 7 103 F, lap.2-0.r.-0.r.5-0.5r.-0.r.-0.r.7-0.r.7-0.3r.-0.3r.-0.3r F, no lap 5.+3.5R.1+29.2R.+2.3R.9+21R 7.1+.5R 7.3+1.R 7.5+1.R 7.+13.5R.+10.7R qa qf 15 197 13 1923 110 5 113 57 19 35 11 17 932 192 771 33 7 103 F, lap 9.-1.2R 10.1-1.1R 10.3-1R 10.-0.9R 10.-0.R 10.7-0.7R 10.7-0.7R 10.-0.R 10.9-0.R F, no lap.9+3r 7.+2.7R.+23.R.7+20.5R 9+.1R 9.3+1R 9.5+1.5R 9.7+13.2R 10.5+10.R qa qf 110 179 109 179 1030 17 1029 171 9 10 992 1 932 192 771 33 7 103 F, lap 11.1-1.7R 11.2-1.5R 11.9-1.5R 11.-1.3R.3-1.3R.2-1.1R.-1.1R.5-1R.-0.9R F, no lap.2+35.r.9+2.2r 10+23.3R 10.1+20.1R 10.+17.R 10.9+15.7R 11.+1.1R 11.+.R.+10R qa qf 955 1551 97 157 55 139 2 133 799 99 70 7 7 2 751 20 7 103 F, lap 13.2-2.R 13.9-2.7R 1.5-2.R 15-2.5R 15.-2.3R 15.7-2.2R 1-2.1R 1.2-2R 1.3-1.7R F, no lap 10.3+3.3R 11.7+27R.+22.2R 13.3+19R 13.+1.R 1.3+1.R 1.7+13.1R 15.1+11.R 1+9.2R qa qf 2 100 1 1327 70 1151 95 19 11 20 100 19 100 100 53 91 F, lap 1.7-3.R 15.-3.5R 17.7-.2R 17.-3.R -3.R 19.7-3.R 19.-3.R 19.-3.2R 20.-3R F, no lap 11.9+33.R 13.1+2.2R 15.+20.R 1.1+17.R 1.+15.5R.3+13R.+11.7R.+10.R 20.5+7.9R qa qf 755 27 727 2 1017 23 1013 51 79 5 91 793 99 11 53 737 F, lap 17-5.3R 17.-.7R 20-5.R 19.9-.9R 22.1-5.5R 21.7-.R 23.7-5.2R 23.1-.R 2.-.3R F, no lap 1.2+31.R 15.1+25R.1+19.1R.2+1.R 20.+13.R 20.+R 22.+9.9R 22+9.2R 2.2+.R qa qf 755 27 29 1022 519 3 531 59 75 02 5 23 7 30 17 3 559 F, lap 17-5.3R 20.2-.R 23.-R 22.7-.5R 25.3-7.3R 27.9-.2R 2.-.7R 2.-7.R 30.5-.7R F, no lap 1.2+31.R 17.9+23.1R 21.5+1.R 21+1.9R 23.7+11.R 2.5+.R 25.3+.R 27.7+.R 30.1+.2R qa qf 3 1031 29 1022 519 3 3 711 377 02 5 357 50 320 520 29 70 F, lap 20.5-R 20.2-.R 23.-R 2.-9.1R 29.7-10.3R 27.9-.2R 30.5-9R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 17.9+23.1R 21.5+1.R 2.9+.3R 2.2+.R 2.5+.R 29.2+.2R 31.9+3.9R 3.5+2.3R qa qf 3 1031 501 15 519 3 3 711 377 329 535 291 73 320 520 29 70 F, lap 20.5-R 2.5-10R 23.-R 2.-9.1R 29.7-10.3R 32.9-11.5R 3-.5R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 22.3+19.7R 21.5+1.R 2.9+.3R 2.2+.R 31.5+5.3R 3.7+2.7R 31.9+3.9R 3.5+2.3R Page 53 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and K PINS 5 7 9 10 11 qa qf 172 29 17 2 1751 25 171 229 1733 21 151 222 2 192 1013 1 52 132 F, lap.-0.r.5-0.3r.-0.3r.-0.3r.-0.2r.7-0.2r.7-0.2r.7-0.2r.7-0.2r F, no lap.+23.1r 5.1+.5R 5.+15.R 5.5+13.3R 5.7+11.7R 5.+10.R 5.9+9.R +.R.5+.R qa qf 110 21 1575 2559 1550 25 1531 2 151 2 150 222 2 192 1013 1 52 132 F, lap 7.-0.7R 7.-0.R 7.9-0.R -0.5R.1-0.5R.1-0.R.2-0.R.2-0.R.2-0.3R F, no lap 5.+22.R.3+.2R.7+15.1R.9+13R 7.1+11.5R 7.2+10.2R 7.+9.2R 7.5+.R +.R qa qf 170 239 15 237 13 2252 137 2255 133 2175 135 2 2 192 1013 1 52 132 F, lap.-1.1r.-0.9r 9.1-0.9R 9-0.R 9.-0.R 9.3-0.7R 9.-0.R 9.5-0.R 9.7-0.5R F, no lap.+22.r 7.2+17.9R 7.9+1.R +.R.+11.2R.+10R.+9R.7+.2R 9.+.R qa qf 7 2071 05 1959 115 7 1119 1090 1771 107 1733 10 1702 1013 1 52 132 F, lap 10.-1.9R 10.9-1.R 11.2-1.R 11.5-1.5R 11.7-1.R 11.9-1.3R.1-1.2R.2-1.2R.3-1R F, no lap.+21.7r 9.+17.1R 10+1R 10.+R 10.+10.5R 11.1+9.3R 11.3+.R 11.5+7.R.1+5.9R qa qf 119 1097 173 95 155 93 1532 933 151 1377 9 130 50 131 790 F, lap 11.7-2.R.1-2.3R 13.-2.R 13.-2.R 13.-2.2R 15.1-2.R 15-2.1R 1.9-1.9R 15.-1.9R F, no lap 9.9+20.9R 10.7+1.5R.+.9R.7+11.1R.+9.R 1.2+.2R 1.2+7.5R 1.1+.R 15.+5R qa qf 1001 7 975 15 1 137 1371 750 19 7 3 1110 702 110 3 103 F, lap 13.-3.9R 13.-3.3R 15.9-3.9R 15.5-3.2R 17.3-3.7R 1.-3.1R.2-3.R 17.7-2.9R.-2.R F, no lap +19.R.+15.R 1.7+11.R 1.5+10.3R 1.3+.3R 15.9+7.5R 17.+.2R 17+5.R.+.1R qa qf 1001 7 37 130 70 115 731 17 32 1027 555 902 59 95 530 1 1 71 F, lap 13.-3.9R 1.-.R 19-5.R 17.9-.5R 20-5.1R 22.1-5.7R 20.7-.5R 22.-5R 23.-.R F, no lap +19.R 1.9+1R 17.+9.9R 1.9+9.1R 19+.9R 21.2+.9R 19.9+5.1R 21.7+3.R 23.+2.3R qa qf 31 1351 37 130 70 115 595 9 51 35 555 902 9 03 721 02 53 F, lap 17.2-.R 1.-.R 19-5.R 21.5-.7R 2-7.5R 22.1-5.7R 2.1-.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 1.9+1R 17.+9.9R 20.+.9R 23.1+.R 21.2+.9R 23.3+3.R 25.+1.9R 27.+0.7R qa qf 31 1351 105 70 115 595 9 51 35 50 731 399 9 721 02 53 F, lap 17.2-.R 20.-R 19-5.R 21.5-.7R 2-7.5R 2.-.5R 29.1-9.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 19.2+10.9R 17.+9.9R 20.+.9R 23.1+.R 25.+2.2R 2.3+0.R 25.+1.9R 27.+0.7R Page 5 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and K PINS 5 7 9 10 11 qa qf 2539 252 102 251 05 250 072 2500 03 2317 3707 77 3003 1551 21 1303 205 F, lap.-0.2r.-0.1r.-0.1r.-0.1r.-0.1r.5-0.1r.5-0.1r.5-0.1r.5-0.1r F, no lap 3.5+11.3R 3.7+9.1R 3.+7.R 3.9+.5R +5.R +5.1R.1+.R.1+.2R.+3.3R qa qf 23 3 231 370 2291 3723 227 39 221 37 2250 357 77 3003 1551 21 1303 205 F, lap 5.1-0.3R 5.2-0.3R 5.2-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.-0.1R 5.-0.1R F, no lap.2+11.2r.5+.9r.+7.r.7+.r.+5.7r.9+5r.9+.5r 5+.1R 5.3+3.3R qa qf 2172 3530 219 352 209 339 209 310 201 3317 2055 3339 77 3003 1551 21 1303 205 F, lap 5.-0.5R 5.7-0.R -0.R 5.9-0.3R.1-0.3R -0.3R.2-0.3R.1-0.2R.2-0.2R F, no lap.9+11r 5+.R 5.+7.3R 5.+.3R 5.+5.5R 5.+.9R 5.+.R 5.+R.1+3.2R qa qf 190 3093 2 2970 1773 21 1731 213 199 271 173 2719 152 2 1551 21 1303 205 F, lap 7-0.9R 7.2-0.R 7.-0.R 7.5-0.7R 7.-0.R 7.7-0.R 7.-0.5R 7.-0.5R 7.9-0.R F, no lap.1+10.r.5+.r.+.9r 7+5.9R 7.1+5.2R 7.3+.R 7.+.2R 7.5+3.R 7.7+2.9R qa qf 1717 2790 17 2709 171 2390 1 233 13 237 1339 217 1350 2193 135 2207 9 202 F, lap -1.R.1-1.1R 9.2-1.R 9.1-1.2R 9-1R 9.-1.1R 9.-1R 9.5-0.9R 10.1-0.9R F, no lap 7.2+10.1R 7.+.1R.+.3R.+5.5R.5+.9R 9.+.1R 9.2+3.7R 9.2+3.R 10+2.5R qa qf 15 21 177 2399 2090 1309 27 117 1911 07 192 110 179 1139 52 105 1720 F, lap 9.7-2.2R 9.-1.7R 10.-2R 10.3-1.R 11.-1.R 10.9-1.5R 11.9-1.R 11.-1.R.1-1.3R F, no lap.+9.3r.7+7.5r 10.2+5.R 9.+5R 10.9+R 10.5+3.7R 11.5+3.1R 11+2.9R +2R qa qf 15 21 53 203 107 1751 113 3 10 1 9 155 97 1571 73 1 79 91 F, lap 9.7-2.2R 11.-2.7R 13.2-3.3R.1-2.R 13.5-2.7R 1.-3R 13.-2.2R 1.7-2.5R 15.7-2.R F, no lap.+9.3r 10.7+.5R.+.R 11.+.3R 13+3.2R 1.+2.2R 13.2+2.5R 1.+1.R 15.+1R qa qf 03 195 53 203 107 1751 931 1513 0 1310 9 155 799 99 720 1170 5 103 F, lap.7-.2r 11.-2.7R 13.2-3.3R 15-3.R 1.7-.3R 1.-3R 1.2-3.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 10.7+.5R.+.R 1.+2.R 1.2+1.R 1.+2.2R 15.+1.R 17.2+0.7R.5+0R qa qf 03 195 995 1 107 1751 931 1513 0 1310 709 1152 31 102 720 1170 5 103 F, lap.7-.2r 15.2-5.2R 13.2-3.3R 15-3.R 1.7-.3R.5-.R 20.2-5.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 1.5+R.+.R 1.+2.R 1.2+1.R.1+0.R 19.-0.R 17.2+0.7R.5+0R Page 55 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Page 5 of 5

22 ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and SDK3 PINS 5 7 9 10 11 qa qf 135 2201 1337 2172 132 2152 1315 213 1307 2 1151 2 932 192 771 33 7 103 F, lap.2-0.r.-0.r.5-0.5r.-0.r.-0.r.7-0.r.7-0.3r.-0.3r.-0.3r F, no lap 5.+3.5R.1+29.2R.+2.3R.9+21R 7.1+.5R 7.3+1.R 7.5+1.R 7.+13.5R.+10.7R qa qf 1970 10 19 115 1 110 53 17 31 111 1 932 192 771 33 7 103 F, lap 9.-1.2R 10.1-1.1R 10.3-1R 10.-0.9R 10.-0.R 10.7-0.7R 10.7-0.7R 10.-0.R 10.9-0.R F, no lap.9+3r 7.+2.7R.+23.R.7+20.5R 9+.1R 9.3+1R 9.5+1.5R 9.7+13.2R 10.5+10.R qa qf 1102 1790 10 175 102 170 1027 1 9 103 990 109 932 192 771 33 7 103 F, lap 11.1-1.7R 11.2-1.5R 11.9-1.5R 11.-1.3R.3-1.3R.2-1.1R.-1.1R.5-1R.-0.9R F, no lap.2+35.r.9+2.2r 10+23.3R 10.1+20.1R 10.+17.R 10.9+15.7R 11.+1.1R 11.+.R.+10R qa qf 952 15 95 15 53 137 22 133 79 97 779 5 73 0 750 19 7 103 F, lap 13.2-2.R 13.9-2.7R 1.5-2.R 15-2.5R 15.-2.3R 15.7-2.2R 1-2.1R 1.2-2R 1.3-1.7R F, no lap 10.3+3.3R 11.7+27R.+22.2R 13.3+19R 13.+1.R 1.3+1.R 1.7+13.1R 15.1+11.R 1+9.2R qa qf 0 1397 15 132 707 119 93 17 3 1110 19 100 100 17 1003 52 91 F, lap 1.7-3.R 15.-3.5R 17.7-.2R 17.-3.R -3.R 19.7-3.R 19.-3.R 19.-3.2R 20.-3R F, no lap 11.9+33.R 13.1+2.2R 15.+20.R 1.1+17.R 1.+15.5R.3+13R.+11.7R.+10.R 20.5+7.9R qa qf 753 2 72 1179 2 1015 22 1011 50 7 57 90 792 9 10 53 73 F, lap 17-5.3R 17.-.7R 20-5.R 19.9-.9R 22.1-5.5R 21.7-.R 23.7-5.2R 23.1-.R 2.-.3R F, no lap 1.2+31.R 15.1+25R.1+19.1R.2+1.R 20.+13.R 20.+R 22.+9.9R 22+9.2R 2.2+.R qa qf 753 2 2 1020 5 2 531 2 5 7 02 52 22 379 1 33 55 F, lap 17-5.3R 20.2-.R 23.-R 22.7-.5R 25.3-7.3R 27.9-.2R 2.-.7R 2.-7.R 30.5-.7R F, no lap 1.2+31.R 17.9+23.1R 21.5+1.R 21+1.9R 23.7+11.R 2.5+.R 25.3+.R 27.7+.R 30.1+.2R qa qf 33 102 2 1020 5 2 37 710 37 11 02 52 35 579 319 519 29 9 F, lap 20.5-R 20.2-.R 23.-R 2.-9.1R 29.7-10.3R 27.9-.2R 30.5-9R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 17.9+23.1R 21.5+1.R 2.9+.3R 2.2+.R 2.5+.R 29.2+.2R 31.9+3.9R 3.5+2.3R qa qf 33 102 500 13 5 2 37 710 37 11 329 53 291 72 319 519 29 9 F, lap 20.5-R 2.5-10R 23.-R 2.-9.1R 29.7-10.3R 32.9-11.5R 3-.5R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 22.3+19.7R 21.5+1.R 2.9+.3R 2.2+.R 31.5+5.3R 3.7+2.7R 31.9+3.9R 3.5+2.3R Page 57 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and SDK3 PINS 5 7 9 10 11 qa qf 22 113 221 103 205 159 259 1591 255 151 222 2 192 1013 1 52 132 F, lap.-0.r.5-0.3r.-0.3r.-0.3r.-0.2r.7-0.2r.7-0.2r.7-0.2r.7-0.2r F, no lap.+23.1r 5.1+.5R 5.+15.R 5.5+13.3R 5.7+11.7R 5.+10.R 5.9+9.R +.R.5+.R qa qf 13 210 15 237 137 233 3 23 1 229 103 2279 2 192 1013 1 52 132 F, lap 7.-0.7R 7.-0.R 7.9-0.R -0.5R.1-0.5R.1-0.R.2-0.R.2-0.R.2-0.3R F, no lap 5.+22.R.3+.2R.7+15.1R.9+13R 7.1+11.5R 7.2+10.2R 7.+9.2R 7.5+.R +.R qa qf 132 2213 135 2200 95 2105 99 2111 5 20 5 205 2 192 1013 1 52 132 F, lap.-1.1r.-0.9r 9.1-0.9R 9-0.R 9.-0.R 9.3-0.7R 9.-0.R 9.5-0.R 9.7-0.5R F, no lap.+22.r 7.2+17.9R 7.9+1.R +.R.+11.2R.+10R.+9R.7+.2R 9.+.R qa qf 15 1925 1 33 107 177 105 1717 1033 17 1013 17 99 1 95 100 52 132 F, lap 10.-1.9R 10.9-1.R 11.2-1.R 11.5-1.5R 11.7-1.R 11.9-1.3R.1-1.2R.2-1.2R.3-1R F, no lap.+21.7r 9.+17.1R 10+1R 10.+R 10.+10.5R 11.1+9.3R 11.3+.R 11.5+7.R.1+5.9R qa qf 107 1735 1027 19 99 91 19 5 139 07 1311 10 1317 13 1322 757 31 F, lap 11.7-2.R.1-2.3R 13.-2.R 13.-2.R 13.-2.2R 15.1-2.R 15-2.1R 1.9-1.9R 15.-1.9R F, no lap 9.9+20.9R 10.7+1.5R.+.9R.7+11.1R.+9.R 1.2+.2R 1.2+7.5R 1.1+.R 15.+5R qa qf 927 150 911 10 79 2 79 9 713 115 72 13 1 1073 2 110 21 1009 F, lap 13.-3.9R 13.-3.3R 15.9-3.9R 15.5-3.2R 17.3-3.7R 1.-3.1R.2-3.R 17.7-2.9R.-2.R F, no lap +19.R.+15.R 1.7+11.R 1.5+10.3R 1.3+.3R 15.9+7.5R 17.+.2R 17+5.R.+.1R qa qf 927 150 77 2 1077 93 1 02 97 529 0 5 920 510 2 3 752 F, lap 13.-3.9R 1.-.R 19-5.R 17.9-.5R 20-5.1R 22.1-5.7R 20.7-.5R 22.-5R 23.-.R F, no lap +19.R 1.9+1R 17.+9.9R 1.9+9.1R 19+.9R 21.2+.9R 19.9+5.1R 21.7+3.R 23.+2.3R qa qf 71 37 77 2 1077 50 911 7 529 0 71 7 2 9 3 2 F, lap 17.2-.R 1.-.R 19-5.R 21.5-.7R 2-7.5R 22.1-5.7R 2.1-.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 1.9+1R 17.+9.9R 20.+.9R 23.1+.R 21.2+.9R 23.3+3.R 25.+1.9R 27.+0.7R qa qf 71 37 1 1001 2 1077 50 911 7 2 9 377 2 9 3 2 F, lap 17.2-.R 20.-R 19-5.R 21.5-.7R 2-7.5R 2.-.5R 29.1-9.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 19.2+10.9R 17.+9.9R 20.+.9R 23.1+.R 25.+2.2R 2.3+0.R 25.+1.9R 27.+0.7R Page 5 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and SDK3 PINS 5 7 9 10 11 qa qf 2101 31 209 302 20 339 205 33 202 333 2079 3379 77 3003 1551 21 1303 205 F, lap.-0.2r.-0.1r.-0.1r.-0.1r.-0.1r.5-0.1r.5-0.1r.5-0.1r.5-0.1r F, no lap 3.5+11.3R 3.7+9.1R 3.+7.R 3.9+.5R +5.R +5.1R.1+.R.1+.2R.+3.3R qa qf 1975 3210 195 32 19 3 193 317 1929 3135 192 3 77 3003 1551 21 1303 205 F, lap 5.1-0.3R 5.2-0.3R 5.2-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.-0.1R 5.-0.1R F, no lap.2+11.2r.5+.9r.+7.r.7+.r.+5.7r.9+5r.9+.5r 5+.1R 5.3+3.3R qa qf 53 3011 57 30 0 2932 15 299 1777 27 179 2907 1759 259 1551 21 1303 205 F, lap 5.-0.5R 5.7-0.R -0.R 5.9-0.3R.1-0.3R -0.3R.2-0.3R.1-0.2R.2-0.2R F, no lap.9+11r 5+.R 5.+7.3R 5.+.3R 5.+5.5R 5.+.9R 5.+.R 5.+R.1+3.2R qa qf 17 27 159 2597 152 2539 153 295 1515 21 19 23 1 2 173 2393 1303 205 F, lap 7-0.9R 7.2-0.R 7.-0.R 7.5-0.7R 7.-0.R 7.7-0.R 7.-0.5R 7.-0.5R 7.9-0.R F, no lap.1+10.r.5+.r.+.9r 7+5.9R 7.1+5.2R 7.3+.R 7.+.2R 7.5+3.R 7.7+2.9R qa qf 193 225 1 232 1309 27 131 213 13 2 1 197 30 1999 1 2017 11 95 F, lap -1.R.1-1.1R 9.2-1.R 9.1-1.2R 9-1R 9.-1.1R 9.-1R 9.5-0.9R 10.1-0.9R F, no lap 7.2+10.1R 7.+.1R.+.3R.+5.5R.5+.9R 9.+.1R 9.2+3.7R 9.2+3.R 10+2.5R qa qf 9 2095 1301 211 11 59 1175 1910 103 1727 109 175 10 1 107 1701 97 157 F, lap 9.7-2.2R 9.-1.7R 10.-2R 10.3-1.R 11.-1.R 10.9-1.5R 11.9-1.R 11.-1.R.1-1.3R F, no lap.+9.3r.7+7.5r 10.2+5.R 9.+5R 10.9+R 10.5+3.7R 11.5+3.1R 11+2.9R +2R qa qf 9 2095 109 17 950 15 101 150 911 10 2 133 11 17 1327 7 1 F, lap 9.7-2.2R 11.-2.7R 13.2-3.3R.1-2.R 13.5-2.7R 1.-3R 13.-2.2R 1.7-2.5R 15.7-2.R F, no lap.+9.3r 10.7+.5R.+.R 11.+.3R 13+3.2R 1.+2.2R 13.2+2.5R 1.+1.R 15.+1R qa qf 102 17 109 17 950 15 3 1355 730 17 2 133 71 0 9 10 0 9 F, lap.7-.2r 11.-2.7R 13.2-3.3R 15-3.R 1.7-.3R 1.-3R 1.2-3.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 10.7+.5R.+.R 1.+2.R 1.2+1.R 1.+2.2R 15.+1.R 17.2+0.7R.5+0R qa qf 102 17 53 13 950 15 3 1355 730 17 3 105 573 931 9 10 0 9 F, lap.7-.2r 15.2-5.2R 13.2-3.3R 15-3.R 1.7-.3R.5-.R 20.2-5.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 1.5+R.+.R 1.+2.R 1.2+1.R.1+0.R 19.-0.R 17.2+0.7R.5+0R Page 59 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Page 0 of 5

22 ga. Seam Support Deck Spacing Fasteners Span (ft) (in) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and SDK1 PINS 5 7 9 10 11 qa qf 2 20 29 1997 20 192 13 1971 07 192 1151 2 932 192 771 33 7 103 F, lap.2-0.r.-0.r.5-0.5r.-0.r.-0.r.7-0.r.7-0.3r.-0.3r.-0.3r F, no lap 5.+3.5R.1+29.2R.+2.3R.9+21R 7.1+.5R 7.3+1.R 7.5+1.R 7.+13.5R.+10.7R qa qf 11 22 1097 172 1079 175 10 1732 1055 1715 107 1701 932 192 771 33 7 103 F, lap 9.-1.2R 10.1-1.1R 10.3-1R 10.-0.9R 10.-0.R 10.7-0.7R 10.7-0.7R 10.-0.R 10.9-0.R F, no lap.9+3r 7.+2.7R.+23.R.7+20.5R 9+.1R 9.3+1R 9.5+1.5R 9.7+13.2R 10.5+10.R qa qf 102 1 101 1 95 15 9 159 931 1513 93 1521 910 17 771 33 7 103 F, lap 11.1-1.7R 11.2-1.5R 11.9-1.5R 11.-1.3R.3-1.3R.2-1.1R.-1.1R.5-1R.-0.9R F, no lap.2+35.r.9+2.2r 10+23.3R 10.1+20.1R 10.+17.R 10.9+15.7R 11.+1.1R 11.+.R.+10R qa qf 7 39 133 0 1307 77 5 75 32 72 05 72 1 717 11 7 103 F, lap 13.2-2.R 13.9-2.7R 1.5-2.R 15-2.5R 15.-2.3R 15.7-2.2R 1-2.1R 1.2-2R 1.3-1.7R F, no lap 10.3+3.3R 11.7+27R.+22.2R 13.3+19R 13.+1.R 1.3+1.R 1.7+13.1R 15.1+11.R 1+9.2R qa qf 00 99 7 1 5 101 5 10 9 1055 59 95 590 959 591 90 59 92 F, lap 1.7-3.R 15.-3.5R 17.7-.2R 17.-3.R -3.R 19.7-3.R 19.-3.R 19.-3.2R 20.-3R F, no lap 11.9+33.R 13.1+2.2R 15.+20.R 1.1+17.R 1.+15.5R.3+13R.+11.7R.+10.R 20.5+7.9R qa qf 97 1133 7 1102 55 951 57 95 5 1 52 5 71 75 7 0 71 F, lap 17-5.3R 17.-.7R 20-5.R 19.9-.9R 22.1-5.5R 21.7-.R 23.7-5.2R 23.1-.R 2.-.3R F, no lap 1.2+31.R 15.1+25R.1+19.1R.2+1.R 20.+13.R 20.+R 22.+9.9R 22+9.2R 2.2+.R qa qf 97 1133 53 97 790 50 19 3 70 32 21 05 5 3 592 330 537 F, lap 17-5.3R 20.2-.R 23.-R 22.7-.5R 25.3-7.3R 27.9-.2R 2.-.7R 2.-7.R 30.5-.7R F, no lap 1.2+31.R 17.9+23.1R 21.5+1.R 21+1.9R 23.7+11.R 2.5+.R 25.3+.R 27.7+.R 30.1+.2R qa qf 579 91 53 97 790 10 7 35 575 32 21 30 552 305 95 27 F, lap 20.5-R 20.2-.R 23.-R 2.-9.1R 29.7-10.3R 27.9-.2R 30.5-9R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 17.9+23.1R 21.5+1.R 2.9+.3R 2.2+.R 2.5+.R 29.2+.2R 31.9+3.9R 3.5+2.3R qa qf 579 91 1 79 790 10 7 35 575 309 503 27 5 305 95 27 F, lap 20.5-R 2.5-10R 23.-R 2.-9.1R 29.7-10.3R 32.9-11.5R 3-.5R 33.1-9.9R 3.9-.7R F, no lap 17.+29.1R 22.3+19.7R 21.5+1.R 2.9+.3R 2.2+.R 31.5+5.3R 3.7+2.7R 31.9+3.9R 3.5+2.3R Page 1 of 5

20ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and SDK1 PINS 5 7 9 10 11 qa qf 152 22 1517 25 1510 253 150 2 1500 237 19 222 2 192 1013 1 52 132 F, lap.-0.r.5-0.3r.-0.3r.-0.3r.-0.2r.7-0.2r.7-0.2r.7-0.2r.7-0.2r F, no lap.+23.1r 5.1+.5R 5.+15.R 5.5+13.3R 5.7+11.7R 5.+10.R 5.9+9.R +.R.5+.R qa qf 102 2279 130 223 135 2217 1353 219 133 23 133 2171 2 192 1013 1 52 132 F, lap 7.-0.7R 7.-0.R 7.9-0.R -0.5R.1-0.5R.1-0.R.2-0.R.2-0.R.2-0.3R F, no lap 5.+22.R.3+.2R.7+15.1R.9+13R 7.1+11.5R 7.2+10.2R 7.+9.2R 7.5+.R +.R qa qf 93 2101 209 37 2009 1 2017 05 195 13 1970 1 1925 1013 1 52 132 F, lap.-1.1r.-0.9r 9.1-0.9R 9-0.R 9.-0.R 9.3-0.7R 9.-0.R 9.5-0.R 9.7-0.5R F, no lap.+22.r 7.2+17.9R 7.9+1.R +.R.+11.2R.+10R.+9R.7+.2R 9.+.R qa qf 1 3 1079 1753 103 195 101 152 995 1 979 1590 95 15 953 159 52 132 F, lap 10.-1.9R 10.9-1.R 11.2-1.R 11.5-1.5R 11.7-1.R 11.9-1.3R.1-1.2R.2-1.2R.3-1R F, no lap.+21.7r 9.+17.1R 10+1R 10.+R 10.+10.5R 11.1+9.3R 11.3+.R 11.5+7.R.1+5.9R qa qf 1017 153 93 1597 10 59 139 55 1390 71 9 7 77 790 3 737 1197 F, lap 11.7-2.R.1-2.3R 13.-2.R 13.-2.R 13.-2.2R 15.1-2.R 15-2.1R 1.9-1.9R 15.-1.9R F, no lap 9.9+20.9R 10.7+1.5R.+.9R.7+11.1R.+9.R 1.2+.2R 1.2+7.5R 1.1+.R 15.+5R qa qf 1 132 71 115 75 29 77 7 1117 70 11 107 2 107 10 991 F, lap 13.-3.9R 13.-3.3R 15.9-3.9R 15.5-3.2R 17.3-3.7R 1.-3.1R.2-3.R 17.7-2.9R.-2.R F, no lap +19.R.+15.R 1.7+11.R 1.5+10.3R 1.3+.3R 15.9+7.5R 17.+.2R 17+5.R.+.1R qa qf 1 132 71 05 3 103 102 5 99 51 35 552 97 9 09 52 735 F, lap 13.-3.9R 1.-.R 19-5.R 17.9-.5R 20-5.1R 22.1-5.7R 20.7-.5R 22.-5R 23.-.R F, no lap +19.R 1.9+1R 17.+9.9R 1.9+9.1R 19+.9R 21.2+.9R 19.9+5.1R 21.7+3.R 23.+2.3R qa qf 7 11 71 05 3 103 539 7 757 51 35 5 7 9 373 07 F, lap 17.2-.R 1.-.R 19-5.R 21.5-.7R 2-7.5R 22.1-5.7R 2.1-.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 1.9+1R 17.+9.9R 20.+.9R 23.1+.R 21.2+.9R 23.3+3.R 25.+1.9R 27.+0.7R qa qf 7 11 55 951 3 103 539 7 757 09 33 590 9 373 07 F, lap 17.2-.R 20.-R 19-5.R 21.5-.7R 2-7.5R 2.-.5R 29.1-9.2R 2.1-.9R 27.7-.2R F, no lap 15.+17.2R 19.2+10.9R 17.+9.9R 20.+.9R 23.1+.R 25.+2.2R 2.3+0.R 25.+1.9R 27.+0.7R Page 2 of 5

ga. Support Seam Deck Fasteners Attachment Span (ft) 3/7/ 2 3 0 Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Allowable Shear, qa, Factored Shear, qf and Flexibility Factor, F DGB-3 and DGBF-3 with DeltaGrip and SDK1 PINS 5 7 9 10 11 qa qf 2071 335 20 3353 2059 335 2055 3339 2052 3335 2050 3331 77 3003 1551 21 1303 205 F, lap.-0.2r.-0.1r.-0.1r.-0.1r.-0.1r.5-0.1r.5-0.1r.5-0.1r.5-0.1r F, no lap 3.5+11.3R 3.7+9.1R 3.+7.R 3.9+.5R +5.R +5.1R.1+.R.1+.2R.+3.3R qa qf 199 317 1933 310 1921 31 19 3107 1905 309 1900 307 77 3003 1551 21 1303 205 F, lap 5.1-0.3R 5.2-0.3R 5.2-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.3-0.2R 5.-0.1R 5.-0.1R F, no lap.2+11.2r.5+.9r.+7.r.7+.r.+5.7r.9+5r.9+.5r 5+.1R 5.3+3.3R qa qf 30 297 35 291 173 29 179 2915 1757 255 179 275 170 22 1551 21 1303 205 F, lap 5.-0.5R 5.7-0.R -0.R 5.9-0.3R.1-0.3R -0.3R.2-0.3R.1-0.2R.2-0.2R F, no lap.9+11r 5+.R 5.+7.3R 5.+.3R 5.+5.5R 5.+.9R 5.+.R 5.+R.1+3.2R qa qf 9 27 151 2570 157 251 1521 272 1501 239 15 213 172 2391 10 2373 1303 205 F, lap 7-0.9R 7.2-0.R 7.-0.R 7.5-0.7R 7.-0.R 7.7-0.R 7.-0.5R 7.-0.5R 7.9-0.R F, no lap.1+10.r.5+.r.+.9r 7+5.9R 7.1+5.2R 7.3+.R 7.+.2R 7.5+3.R 7.7+2.9R qa qf 177 200 151 235 97 210 1303 21 130 25 07 192 21 19 33 2003 1159 3 F, lap -1.R.1-1.1R 9.2-1.R 9.1-1.2R 9-1R 9.-1.1R 9.-1R 9.5-0.9R 10.1-0.9R F, no lap 7.2+10.1R 7.+.1R.+.3R.+5.5R.5+.9R 9.+.1R 9.2+3.7R 9.2+3.R 10+2.5R qa qf 7 2073 9 209 113 3 11 95 1055 171 1091 1772 1005 133 100 190 970 1577 F, lap 9.7-2.2R 9.-1.7R 10.-2R 10.3-1.R 11.-1.R 10.9-1.5R 11.9-1.R 11.-1.R.1-1.3R F, no lap.+9.3r.7+7.5r 10.2+5.R 9.+5R 10.9+R 10.5+3.7R 11.5+3.1R 11+2.9R +2R qa qf 7 2073 107 177 91 1530 1007 137 90 1 132 0 131 1319 75 11 F, lap 9.7-2.2R 11.-2.7R 13.2-3.3R.1-2.R 13.5-2.7R 1.-3R 13.-2.2R 1.7-2.5R 15.7-2.R F, no lap.+9.3r 10.7+.5R.+.R 11.+.3R 13+3.2R 1.+2.2R 13.2+2.5R 1.+1.R 15.+1R qa qf 101 17 107 177 91 1530 27 13 725 117 132 737 119 5 101 05 93 F, lap.7-.2r 11.-2.7R 13.2-3.3R 15-3.R 1.7-.3R 1.-3R 1.2-3.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 10.7+.5R.+.R 1.+2.R 1.2+1.R 1.+2.2R 15.+1.R 17.2+0.7R.5+0R qa qf 101 17 3 1370 91 1530 27 13 725 117 39 103 59 925 5 101 05 93 F, lap.7-.2r 15.2-5.2R 13.2-3.3R 15-3.R 1.7-.3R.5-.R 20.2-5.3R 17.5-3.R.-3.R F, no lap 11.+7.3R 1.5+R.+.R 1.+2.R 1.2+1.R.1+0.R 19.-0.R 17.2+0.7R.5+0R Page 3 of 5

Table 10: DGB-3 and DGBF-3 Shear and Flexibility (continued) Page of 5

Figure 17: DGN-32 Profile Figure DGNF-32 Figure 19: NN-32 Profile Figure 20: 32/5 Attachment Pattern Page 5 of 5

Table 11: DGN-32-3, NN-32 Panel Properties (50 ksi) Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 22 1.97 0.0299 50 5 0.59 0.1 1. 0.3 1.195 20 2.35 0.0359 50 5 0.1 0.9 1. 0.57 1.193 3.10 0.07 50 5 0.902 1.275 1.9 0.755 1.9 1 3. 0.059 50 5 1.3 1.575 1.9 0.931 1.5 Area Effective Section Modulus for Bending at Fy Section Modulus Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment Moment of of Inertia Id Inertia = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 22 0.272 0.39 1.37 0.02 1.7 0. 0.75 0.71 0.77 20 0.372 0. 1.1 0.505 1.7 0. 0.930 0. 0.93 0.0 0.1 1. 0.715 1.72 1.219 1.275 1.23 1.275 1 0.71 0.79 1.5 0.927 1.70 1.55 1.575 1.53 1.575 22 20 1 Table : DGN-32, NN-32 & DGNF-32 Web Crippling Reactions at Supports (plf) Based on Web Crippling Bearing Length of Webs Condition Allowable Factored 1" 1.5" 2" 3" 1" 1.5" 2" 3" End 500 5 22 71 7 952 1095 Interior 7 973 105 119 1303 1 1570 177 End 709 799 7 100 10 23 130 153 Interior 0 1371 19 200 2205 22 End 21 137 190 197 2092 220 2597 Interior 2133 233 2519 21 3173 35 37 9 End 207 225 255 252 317 39 3907 Interior 320 350 31 239 9 529 573 305 Constants h = 3.0" r = 0.5" θ = 70.7 Page of 5

22 20 Span Table 13: DGN-32, NN-32 Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 35 193 109 70 3 27 21 17 Φ fb 90 307 173 110 77 5 3 3 2 L/30-15 1 31 11 5 L/20 - - 92 7 27 17 11 L/0 - - - 3 3 23 15 11 L/0 - - - - - 3 23 1 fb / Ω 502 223 5 0 5 1 31 25 20 Φ fb 79 35 199 7 5 50 39 32 L/30 - - - - 7 30 20 1 10 L/20 - - - - - - 30 21 15 L/0 - - - - - - - - - fb / Ω 27 279 157 100 70 51 39 31 25 Φ fb 995 2 29 159 111 1 2 9 0 L/30 - - 1 75 3 27 13 9 L/20 - - - - 5 1 27 19 1 L/0 - - - - - - 3 2 19 fb / Ω 557 27 139 9 2 5 35 27 22 Φ fb 3 393 221 11 9 72 55 35 L/30-0 7 39 22 1 9 7 5 L/20 - - 11 5 3 21 1 10 7 L/0 - - - 7 5 2 19 13 10 L/0 - - - - - 2 2 20 15 fb / Ω 30 20 15 101 70 51 39 31 25 Φ fb 1000 250 10 111 2 3 9 0 L/30 - - - 99 57 3 2 17 L/20 - - - - - - 3 2 19 L/0 - - - - - - - - 25 fb / Ω 7 350 197 9 39 32 Φ fb 50 55 313 200 139 102 7 2 50 L/30 - - 17 91 53 33 22 1 11 L/20 - - - - 79 50 33 23 17 L/0 - - - - - - 31 23 Page 7 of 5

1 Span Table 13: DGN-32, NN-32 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 25 37 20 132 92 7 52 1 33 Φ fb 130 52 327 209 15 107 2 5 52 L/30-250 10 5 31 20 13 9 7 L/20 - - 15 1 7 30 20 1 10 L/0 - - - 10 3 39 2 19 1 L/0 - - - - - 59 0 2 20 fb / Ω 92 39 223 13 99 73 5 3 Φ fb 115 29 35 22 157 11 70 57 L/30 - - - 13 7 9 33 23 17 L/20 - - - - - - 9 35 25 L/0 - - - - - - - - 3 fb / Ω 1115 9 279 17 91 70 55 5 Φ fb 179 7 2 23 197 1 111 7 71 L/30 - - 20 3 71 5 30 21 15 L/20 - - - - 107 7 5 32 23 L/0 - - - - - 90 0 2 31 fb / Ω 1097 7 27 175 2 90 9 5 Φ fb 170 773 35 27 193 109 70 L/30 107 31 133 0 25 17 9 L/20-7 200 102 59 37 25 13 L/0 - - 27 137 79 50 33 23 17 L/0 - - - - 119 75 50 35 2 fb / Ω 115 51 29 5 9 72 57 Φ fb 3 15 5 293 20 150 115 91 73 L/30 - - - 1 9 0 0 2 21 L/20 - - - - - 91 1 3 31 L/0 - - - - - - - 57 1 fb / Ω 15 2 31 231 11 1 90 71 5 Φ fb 2292 1019 573 37 255 7 13 113 92 L/30 - - 297 152 55 37 2 19 L/20 - - - 22 132 3 5 39 2 L/0 - - - - - 111 7 52 3 L/0 - - - - - - - - 57 Page of 5

Table 1: DGNF-32 Properties Panel Properties Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 20/20 3.9.0359/.03 50 5 1.11 1.70 1.07 0.7 1.250 20/..0359/.07 50 5 1.25 1.77 0.9 0. 1.223 20/1.9.0359/.059 50 5 1.0 1.999 0.7 0.99 1.192 /20.71.07/.03 50 5 1.330 2.13 1.19 1.9 1.29 / 5.19.07/.07 50 5 1.70 2.31 1.09 1.153 1.255 /1 5.71.07/.059 50 5 1.22 2.7 1.00 1.173 1.235 1/20 5.7.059/.03 50 5 1.57 2.522 1.27 1.35 1.277 1/ 5.95.059/.07 50 5 1.7 2.725 1. 1.15 1.271 1/1.7.059/.059 50 5 1.39 2.91 1.10 1.2 1.259 Area Effective Section Modulus for Bending Section Modulus at Fy Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment Moment of of Inertia Id Inertia = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 20/20 0.57 0. 0.7 0.0 1.39 1.31 1.5 1.501 1.59 20/ 0.22 0.90 0. 0.3 1.2 1.0 1.23 1. 1.70 20/1 0.729 0.522 0.2 0.3 1.11 1.515 1.1 1.7 1.77 /20 0.7 0.79 0.99 1.057 1.5 1.35 1.39 1.93 1.90 / 0.59 0.1 0.90 1.093 1.33 1.972 2.019 2.07 2.1 /1 0.9 0.10 0.1 1.3 1.22 2.107 2.23 2.230 2.31 1/20 1.057 1.073 1.13 1.30 1.9 2.31 2.2 2.35 2.319 1/ 1.132 1.09 1.0 1.3 1.39 2.95 2.05 2.572 2.5 1/1 1.23 1.119 0.9 1.30 1.30 2.1 2.3 2.7 2.729 Page 9 of 5

20/20 20/ Span Table 15: DGNF-32 Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 09 271 152 97 50 3 30 2 Φ fb 9 29 21 155 107 79 0 39 L/30 - - 3 2 1 11 L/20 - - - - 57 3 2 17 L/0 - - - - - 32 22 1 fb / Ω 100 252 11 1 2 3 50 0 Φ fb 100 711 00 25 17 131 100 79 L/30 - - - - 9 59 0 2 20 L/20 - - - - - - 0 2 31 L/0 - - - - - - - - - fb / Ω 951 23 23 152 10 7 59 7 3 Φ fb 1509 71 377 21 1 3 9 75 0 L/30 - - - 19 5 3 2 19 L/20 - - - - - - 55 3 2 L/0 - - - - - - - - 37 fb / Ω 11 272 153 9 50 3 30 2 Φ fb 970 31 22 155 10 79 1 39 L/30 - - 13 70 1 2 17 9 L/20 - - - - 1 39 2 13 L/0 - - - - - - 3 2 fb / Ω 105 21 17 11 5 5 52 2 Φ fb 15 737 1 25 135 10 2 L/30 - - - - 10 31 22 L/20 - - - - - - - 3 L/0 - - - - - - - - - fb / Ω 955 2 239 153 10 7 0 7 3 Φ fb 1515 73 379 22 1 95 75 1 L/30 - - - - 95 0 0 2 21 L/20 - - - - - - - 2 31 L/0 - - - - - - - - - Page 70 of 5

20/1 /20 Span Table 15: DGNF-32 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 52 290 13 10 72 53 1 32 2 Φ fb 103 59 25 15 115 5 51 1 L/30 - - 13 73 2 27 13 9 L/20 - - - - 0 27 19 1 L/0 - - - - - - 3 25 fb / Ω 107 7 29 172 0 7 53 3 Φ fb 1707 759 27 273 190 139 107 L/30 - - - - 11 72 3 25 L/20 - - - - - - - 51 37 L/0 - - - - - - - - - fb / Ω 10 53 255 13 113 3 50 1 Φ fb 115 7 0 25 179 132 101 0 5 L/30 - - - - 105 31 23 L/20 - - - - - - - 7 3 L/0 - - - - - - - - - fb / Ω 995 2 29 159 111 1 2 9 0 Φ fb 157 702 395 253 175 9 99 7 3 L/30-392 15 5 9 31 21 15 11 L/20 - - 2 7 7 31 22 1 L/0 - - - - 9 2 1 29 21 L/0 - - - - - - 2 32 fb / Ω 1319 5 330 211 17 10 2 5 53 Φ fb 2093 930 523 335 233 171 131 103 L/30 - - - 20 1 7 50 35 2 L/20 - - - - - - 75 53 3 L/0 - - - - - - - - 51 fb / Ω 1555 91 39 29 173 7 97 77 2 Φ fb 2 109 17 395 27 201 15 2 99 L/30 - - 3 7 10 32 23 L/20 - - - - 102 9 35 L/0 - - - - - - 91 7 Page 71 of 5

/ /1 Span Table 15: DGNF-32 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 10 52 25 13 113 3 50 1 Φ fb 11 717 0 25 179 132 101 0 5 L/30-22 17 91 53 33 22 1 11 L/20 - - - 137 79 50 33 23 17 L/0 - - - - 10 5 31 23 L/0 - - - - - - - 7 3 fb / Ω 133 0 31 2 151 111 5 7 55 Φ fb 213 91 51 3 20 177 135 107 7 L/30 - - - - 9 1 5 3 2 L/20 - - - - - - 2 57 2 L/0 - - - - - - - - - fb / Ω 1590 707 397 25 177 130 99 79 Φ fb 2522 11 31 0 20 20 15 5 101 L/30 - - - 20 1 7 50 35 2 L/20 - - - - - 1 75 53 3 L/0 - - - - - - - 70 51 fb / Ω 1011 9 253 1 2 3 50 0 Φ fb 103 713 01 257 17 131 100 79 L/30 - - 190 97 5 3 2 17 L/20 - - - 1 5 53 3 25 L/0 - - - - - 71 33 2 L/0 - - - - - - - - 37 fb / Ω 101 23 350 22 15 11 9 5 Φ fb 2222 9 55 35 27 1 139 110 9 L/30 - - - - 11 9 59 2 30 L/20 - - - - - - - 3 L/0 - - - - - - - - - fb / Ω 1579 702 395 253 175 9 99 7 3 Φ fb 2505 1113 2 01 27 20 157 100 L/30 - - - 223 9 1 5 3 2 L/20 - - - - - 2 2 57 2 L/0 - - - - - - - 77 5 Page 72 of 5

1/20 1/ Span Table 15: DGNF-32 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 133 595 335 21 19 109 5 Φ fb 23 9 531 30 23 173 133 105 5 L/30-3 20 10 0 3 25 13 L/20 - - 305 15 90 57 3 27 20 L/0 - - - 20 1 7 51 3 2 L/0 - - - - - - 7 5 39 fb / Ω 130 72 07 21 1 133 102 0 5 Φ fb 25 119 1 27 211 103 L/30 - - - 2 11 9 0 2 31 L/20 - - - - - - 9 3 L/0 - - - - - - - - 1 fb / Ω 2037 905 509 32 22 1 7 101 1 Φ fb 323 13 0 517 359 2 202 10 9 L/30 - - 37 22 9 2 55 3 2 L/20 - - - - 19 2 2 5 2 L/0 - - - - - 13 109 77 5 fb / Ω 139 09 32 219 152 1 55 Φ fb 2172 9 53 3 21 177 13 107 7 L/30-520 220 1 5 1 27 19 1 L/20 - - 329 19 9 1 1 29 21 L/0 - - - - 130 2 55 39 2 L/0 - - - - - - 2 5 2 fb / Ω 179 7 20 29 7 137 105 3 7 Φ fb 23 1 2 29 217 1 132 107 L/30 - - - 2 153 9 5 5 33 L/20 - - - - - - 97 50 L/0 - - - - - - - - fb / Ω 209 933 525 33 233 171 131 10 Φ fb 3329 10 32 533 370 272 20 1 133 L/30 - - 73 22 10 59 2 30 L/20 - - - - 210 132 9 2 5 L/0 - - - - - - 1 3 1 Page 73 of 5

1/1 Span Table 15: DGNF-32 Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 139 21 39 223 155 11 7 9 5 Φ fb 2215 95 55 35 2 1 13 109 9 L/30-55 23 0 9 29 21 15 L/20 - - - 0 10 31 23 L/0 - - - - 139 7 59 1 30 L/0 - - - - - - - 2 5 fb / Ω 1721 75 30 275 191 11 10 5 9 Φ fb 2731 1 3 37 303 223 171 135 109 L/30 - - - - 1 105 70 9 3 L/20 - - - - - - 105 7 5 L/0 - - - - - - - - - fb / Ω 2152 95 53 3 239 17 13 10 Φ fb 31 1517 53 5 379 279 213 19 137 L/30 - - 51 23 152 9 5 33 L/20 - - - - 22 1 9 9 L/0 - - - - - - 9 90 Page 7 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility Allow able Shear, qa(plf), Factored Shear, qf(plf) DGN-32 Deck and Flex ibility Factor, F((in./lb)x 10) with DeltaGrip** and 0.5 in Effective Diameter Arc Span Spot Weld (ft) 10 1 1 20 397 725 333 719 299 7093 277 7057 23 7033 379 070 2905 7 2295 372 59 297 F 1.7+.5R 1.9+.3R 2+.2R 2.1+5R 2.2+.2R 2.2+3.R 2.2+3.1R 2.2+2.R 2.3+2.5R 39 35 379 3 07 33 011 315 595 3595 5931 2905 7 2295 372 59 297 F 1.7+.5R 2+.3R 2.1+.2R 2.2+5R 2.2+.2R 2.3+3.R 2.3+3.1R 2.3+2.R 2.3+2.5R 3 57 3279 511 39 522 3133 519 309 5105 30 5059 2905 7 2295 372 59 297 F 1.+.5R 2.1+.3R 2.2+.2R 2.3+5R 2.3+.2R 2.3+3.R 2.+3.1R 2.+2.R 2.+2.5R 22 722 23 35 2511 1 235 0 23 3933 23 371 23 32 2295 372 59 297 F 1.9+.5R 2.2+.3R 2.3+.2R 2.+5R 2.+.2R 2.5+3.R 2.5+3.1R 2.5+2.R 2.5+2.5R 295 722 20 3 209 35 1915 310 1792 295 39 303 1755 29 19 27 1733 259 F 2.1+.5R 2.+.3R 2.5+.2R 2.+5R 2.+.1R 2.7+3.R 2.7+3.1R 2.7+2.R 2.7+2.5R 20 3373 1721 20 1579 205 19 25 137 2371 139 230 13 225 132 2215 1323 2 F 2.3+.R 2.+.3R 2.7+.2R 2.+5R 2.+.1R 2.9+3.5R 2.9+3.1R 2.9+2.R 2.9+2.5R 17 275 1337 220 91 2130 3 2031 1053 1737 107 171 107 177 95 151 977 113 F 2.+.R 2.9+.2R 3.1+.2R 3.2+.9R 3.2+.1R 3.3+3.5R 3.3+3.1R 3.3+2.7R 3.+2.5R 359 5707 3379 5575 3335 5503 330 559 3290 52 2737 379 209 3353 15 29 131 21 F 1.+21.9R 2.2+1.R 2.+10.9R 2.5+.7R 2.+7.3R 2.7+.2R 2.7+5.5R 2.+.9R 2.+.R 299 99 235 77 272 55 2717 3 2 32 2 379 209 3353 15 29 131 21 F 1.9+21.R 2.3+1.R 2.5+10.9R 2.+.7R 2.7+7.3R 2.+.2R 2.+5.5R 2.9+.9R 2.9+.R 211 309 239 025 23 372 229 377 229 3711 2221 3 209 3353 15 29 131 21 F 2+21.R 2.+1.R 2.+10.9R 2.+.7R 2.+7.3R 2.9+.2R 3+5.5R 3+.9R 3+.R 2155 3555 193 319 23 3007 1751 29 1703 209 17 2751 11 2707 0 29 131 21 F 2.2+21.R 2.+1.5R 2.+10.9R 3+.7R 3.1+7.3R 3.1+.2R 3.2+5.5R 3.2+.R 3.2+.R 51 3555 17 232 19 257 13 22 2059 9 27 2 2019 1173 1935 09 1995 F 2.+21.R 2.9+1.5R 3.1+10.9R 3.3+.7R 3.+7.3R 3.+.2R 3.5+5.R 3.5+.R 3.+.R 1 222 19 2011 110 2 103 17 993 13 90 15 93 155 917 1513 902 19 F 2.7+21.7R 3.2+1.5R 3.+10.9R 3.+.7R 3.7+7.2R 3.7+.2R 3.+5.R 3.+.R 3.9+.3R 135 2237 93 159 91 150 159 737 1 71 23 7 2 2 1092 72 1109 F 3.2+21.R 3.7+1.R +10.R.2+.R.3+7.2R.3+.2R.+5.R.+.R.5+.3R 237 3917 222 37 2233 3 2202 333 21 359 179 27 1375 2200 107 173 0 10 F 1.5+.7R 2.+29.R 2.+22.R 3.1+17.9R 3.3+1.9R 3.+.R 3.5+11.2R 3.+9.9R 3.+.9R 19 320 55 301 173 293 1739 29 170 219 1 273 1375 2200 107 173 0 10 F 1.7+.7R 2.+29.R 3+22.3R 3.3+17.9R 3.5+1.9R 3.+.R 3.7+11.2R 3.+9.9R 3.+.9R 171 227 1573 2595 192 22 10 237 10 2317 137 2275 1359 2200 107 173 0 10 F 1.+.7R 2.+29.R 3.2+22.3R 3.5+17.9R 3.7+1.9R 3.+.R 3.9+11.2R +9.9R +.9R 79 2110 113 77 1071 177 1031 1700 100 15 95 5 970 101 959 153 0 10 F 2.2+.R 3.1+29.7R 3.+22.3R 3.+17.R +1.9R.2+.7R.3+11.2R.3+9.9R.+.9R 101 2110 1399 53 10 770 70 71 117 73 15 9 1152 9 110 9 1137 F 2.+.R 3.+29.7R.1+22.3R.+17.R.+1.R.7+.7R.+11.1R.9+9.9R 5+.9R 1392 703 110 3 109 59 93 59 939 550 907 535 3 52 5 515 50 F 3.1+.5R.1+29.R.+22.2R.9+17.7R 5.1+1.R 5.2+.7R 5.3+11.1R 5.+9.9R 5.5+.9R 1392 55 920 527 70 509 39 2 99 25 702 27 70 379 2 35 35 F 3.+.2R.9+29.R 5.5+22R 5.9+17.R.1+1.7R.3+.R.+11R.5+9.R.+.R 1901 3137 05 297 1753 292 1720 23 19 201 1375 2200 1053 1 32 1331 7 107 F 0.9+70.R 2.3+7.1R 3+35.3R 3.+2.2R 3.7+23.5R 3.9+20.2R +17.7R.2+15.7R.3+1.1R 155 25 17 237 1377 2272 133 2200 130 2152 3 211 1053 1 32 1331 7 107 F 1.1+70.R 2.5+7.1R 3.3+35.3R 3.7+2.2R +23.5R.2+20.2R.3+17.R.+15.7R.5+1.1R 2 209 1139 79 10 179 105 17 103 17 1023 1 10 170 32 1331 7 107 F 1.+70.R 2.+7R 3.5+35.3R 3.9+2.2R.2+23.5R.+20.2R.+17.R.7+15.7R.+1.1R 930 153 27 13 77 1 7 31 72 1197 711 1173 700 1155 92 111 7 107 F 1.+70.5R 3.3+7R +35.2R.5+2.2R.+23.5R 5+20.1R 5.1+17.R 5.2+15.7R 5.3+1.1R 77 153 19 1021 20 1023 559 922 517 5 533 79 505 33 79 9 21 F 2.+70.R +.9R.7+35.1R 5.2+2.1R 5.5+23.R 5.7+20.1R 5.9+17.R +15.R.1+1R 1019 515 9 7 3 71 13 2 399 5 3 0 30 2 373 15 F 3+70.2R.+.7R 5.+35R 5.9+2R.2+23.3R.5+20R.7+17.5R.+15.5R.9+1R 1019 11 7 3 37 371 13 309 510 310 511 310 5 27 55 279 1 F +9.9R 5.7+.R.7+3.R 7.2+27.R 7.+23.1R 7.9+19.R.1+17.3R.3+15.R.+13.R Page 75 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allow able Shear, qa(plf), Factored Shear, qf(plf) DGN-32 Deck and Flex ibility Factor, F((in./lb)x10) Span with DeltaGrip** and # SD HWH Screw (ft) 10 1 1 20 1703 1703 1702 1702 1702 1702 1701 1701 1701 1701 1701 1701 1701 1701 1701 1701 151 151 F 1.+.3R 1.9+.2R 2+.2R 2.1+.9R 2.1+.1R 2.1+3.5R 2.2+3.1R 2.2+2.7R 2.2+2.5R 1 2707 13 2703 2700 11 299 10 29 10 297 10 297 159 29 151 222 F 1.7+.3R 1.9+.2R 2.1+.2R 2.1+.9R 2.2+.1R 2.2+3.5R 2.2+3.1R 2.3+2.7R 2.3+2.5R 1 23 115 225 1 220 110 217 109 215 10 213 107 2 107 211 151 222 F 1.+.3R 2+.2R 2.1+.1R 2.2+.9R 2.3+.1R 2.3+3.5R 2.3+3.1R 2.3+2.7R 2.+2.5R 1519 2 150 25 197 232 192 22 1 219 1 215 1 2 13 210 20 F 1.9+.3R 2.1+.2R 2.3+.1R 2.3+.9R 2.+.1R 2.+3.5R 2.5+3.1R 2.5+2.7R 2.5+2.5R 115 2 1335 2170 1377 2237 133 21 1302 2115 1333 217 1310 2 90 209 131 213 F 2.1+.3R 2.3+.2R 2.5+.1R 2.5+.9R 2.+.1R 2.+3.5R 2.7+3.1R 2.7+2.7R 2.7+2.5R 32 2003 17 1930 113 90 11 5 113 1130 3 1 27 10 20 111 1 F 2.3+.3R 2.5+.2R 2.7+.1R 2.7+.9R 2.+.1R 2.+3.5R 2.9+3.1R 2.9+2.7R 2.9+2.R 32 2003 9 1573 999 3 101 151 95 15 925 1503 97 153 9 1 93 152 F 2.+.2R 2.9+.1R 3+.1R 3.1+.9R 3.2+.1R 3.2+3.5R 3.3+3R 3.3+2.7R 3.3+2.R 102 102 101 101 100 100 100 100 1399 1399 1399 1399 1399 1399 13 13 1092 1092 F 1.7+21.5R 2.1+1.R 2.3+10.R 2.5+.R 2.+7.2R 2.+.2R 2.7+5.R 2.7+.R 2.7+.3R 135 2207 135 2200 1352 2197 1350 2195 1350 2193 139 2192 13 2191 13 2157 1092 177 F 1.+21.5R 2.2+1.R 2.5+10.R 2.+.R 2.7+7.2R 2.7+.2R 2.+5.R 2.+.R 2.+.3R 1307 23 99 2110 9 2103 91 2099 90 209 2093 7 2092 2091 1092 177 F 1.9+21.5R 2.3+1.R 2.+10.R 2.7+.R 2.+7.2R 2.+.2R 2.9+5.R 2.9+.R 3+.3R 119 197 1179 1917 119 1900 113 90 1159 3 115 7 115 7 1152 71 1092 177 F 2.1+21.5R 2.+1.3R 2.+10.R 2.9+.R 3+7.2R 3.1+.1R 3.1+5.R 3.1+.R 3.2+.3R 109 197 101 151 1051 170 1009 139 97 159 100 13 93 1597 9 15 9 102 F 2.+21.5R 2.9+1.3R 3.1+10.7R 3.2+.R 3.3+7.2R 3.+.1R 3.+5.R 3.5+.R 3.5+.3R 93 15 10 1 1399 5 1373 3 1355 2 132 20 1332 15 1325 11 1319 F 2.7+21.R 3.1+1.3R 3.+10.7R 3.5+.R 3.+7.1R 3.7+.1R 3.7+5.R 3.+.R 3.+.3R 93 15 710 1155 727 737 119 1 101 1 1075 77 1100 1 1001 33 1029 F 3.2+21.3R 3.7+1.2R +10.R.1+.5R.2+7.1R.3+.1R.3+5.3R.+.7R.+.3R 103 103 103 103 103 103 103 103 1033 1033 1033 1033 1033 1033 5 5 717 717 F 1.+.1R 2.3+29.R 2.+22R 3+17.R 3.2+1.7R 3.3+.R 3.+11R 3.5+9.R 3.+.R 97 10 91 159 97 159 97 15 97 153 973 152 973 151 5 11 717 117 F 1.+R 2.5+29.R 2.9+22R 3.2+17.R 3.+1.7R 3.5+.R 3.+11R 3.7+9.R 3.7+.R 933 1515 921 197 915 17 9 11 909 177 907 17 90 172 5 11 717 117 F 1.+R 2.7+29.R 3.1+22R 3.+17.R 3.+1.7R 3.7+.R 3.+11R 3.9+9.R 3.9+.R 29 137 0 1310 79 91 77 79 72 70 77 775 0 773 5 717 117 F 2.1+R 3+29.3R 3.5+22R 3.+17.R +1.7R.1+.R.2+11R.3+9.R.3+.R 72 137 70 109 93 17 57 107 30 1025 51 105 32 1027 1 1002 33 102 F 2.+3.9R 3.5+29.3R +21.9R.3+17.R.5+1.R.+.5R.7+11R.+9.7R.9+.R 19 100 57 933 550 9 535 9 525 53 517 1 5 31 507 2 50 19 F 3+3.R +29.2R.5+21.9R.+17.5R 5+1.R 5.2+.5R 5.3+10.9R 5.+9.7R 5.+.7R 19 100 55 70 59 7 2 750 39 3 07 1 15 75 375 09 35 25 F 3.+3.R.9+29R 5.5+21.7R 5.+17.R +1.5R.2+.R.3+10.R.+9.R.5+.7R 7 7 7 7 73 73 72 72 71 71 71 71 57 57 77 77 59 59 F 0.+9.R 2.2+.R 2.9+3.R 3.3+27.R 3.+23.2R 3.+19.9R +17.R.1+15.5R.2+13.9R 22 133 15 132 10 1317 0 13 0 1310 05 1307 0 130 77 10 59 7 F 1.1+9.R 2.5+.R 3.2+3.R 3.+27.R 3.9+23.2R.1+19.9R.2+17.R.3+15.5R.+13.9R 7 5 753 23 75 11 71 0 73 1199 735 1195 73 1192 77 10 59 7 F 1.3+9.5R 2.7+.R 3.+3.R 3.9+27.R.1+23.2R.3+19.9R.5+17.R.+15.5R.7+13.9R 7 10 3 105 30 1023 22 1010 1 1001 99 09 99 0 95 59 7 F 1.+9.5R 3.2+.3R 3.9+3.7R.+27.R.7+23.1R.9+19.R 5+17.R 5.2+15.R 5.2+13.9R 591 10 52 52 51 79 50 25 5 77 501 1 7 70 7 7 F 2.+9.3R 3.9+.2R.7+3.R 5.1+27.7R 5.+23.1R 5.7+19.R 5.+17.3R 5.9+15.R +13.R 9 795 725 23 7 09 399 392 37 37 2 32 21 379 1 F 3+9.2R.+.1R 5.+3.5R 5.9+27.R.2+23R.+19.7R.+17.2R.7+15.3R.+13.R 9 795 35 575 352 572 351 571 299 30 9 3 50 20 5 27 7 F +.9R 5.+5.R.7+3.3R 7.2+27.R 7.+22.R 7.+19.5R +17.1R.2+15.2R.3+13.7R Page 7 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Deck Span (ft) Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allowable Shear, qa(plf), Factored Shear, qf(plf) and Flexibility Factor, F((in./lb)x10) DGN-32 27 357 25 353 2 351 23 350 23 39 22 39 22 3 9 2990 151 222 F 1.+.3R 1.9+.2R 2+.2R 2.1+.9R 2.1+.1R 2.1+3.5R 2.2+3.1R 2.2+2.7R 2.2+2.5R 2059 33 2053 333 209 3330 207 3327 20 3325 205 3323 20 3322 9 2990 151 222 190 32 19 3197 191 3 1957 30 195 3175 1952 3172 1950 319 9 2990 151 222 1 29 175 2901 1770 27 170 20 175 250 179 22 175 23 172 231 151 222 F 159 29 153 29 159 252 1525 27 177 200 1520 270 15 213 15 23 19 220 1 229 1339 217 1300 21 75 2073 59 20 7 202 37 2011 30 1999 2 1990 F 1 229 1073 173 109 17 1113 0 9 1570 997 1 1021 15 92 1509 955 1552 1700 272 197 2757 195 275 19 2753 193 2752 193 2751 192 2730 13 2157 1092 177 F 10 F 1.7+.3R 1.9+.2R 2.1+.2R F 1.+.3R 2+.2R 2.1+.1R 1.9+.3R 2.3+.3R 1.7+21.5R 2.5+.2R 2.1+1.R 22 1 229 113 221 110 217 109 21 107 2 10 210 13 2157 1092 177 15 2510 1529 2 1520 271 1515 22 15 257 1509 252 1507 29 13 2157 1092 177 135 2250 1353 219 1335 2170 132 2152 1317 210 13 2131 130 25 130 2119 1092 177 F 2.1+21.5R 2.5+1.3R 2.+10.R 2.9+.R 3+7.2R 7 2250 1135 1175 1909 1117 15 1075 177 1109 03 1079 1753 105 17 101 177 F 2.+21.5R 2.+1.3R 3.1+10.7R 3.2+.R 105 199 97 15 939 152 91 1 900 13 9 1 0 130 73 119 110 F 2.7+21.R 3.1+1.3R 3.+10.7R 105 199 77 0 7 77 792 7 1 1107 702 110 717 115 1053 102 F 3.2+21.3R 3.7+1.2R 3.9+10.R.1+.5R 55 200 50 2032 202 2025 5 2023 2022 10 1791 5 11 717 117 F 1.+.1R 2.3+29.R 1173 190 111 7 1155 7 1151 70 11 5 11 2 10 1791 5 11 717 117 F 1.+R 2.5+29.R 1090 1772 1070 1739 1059 1721 1052 1710 107 1702 10 19 101 192 5 11 717 117 F 1.+R 2.7+29.R 3.1+22R 3.+17.R 3.+1.7R 3.7+.R 97 153 910 179 91 1 79 70 11 10 0 1397 5 1391 717 117 F 2.1+R 3+29.3R 3.5+22R 3.+17.R 3.9+1.7R 37 153 70 03 73 0 71 113 2 1109 705 11 1 1107 2 1075 0 1105 F 2.+3.9R 3.5+29.3R +21.9R.3+17.5R 92 1 29 1023 59 9 575 93 51 911 551 95 53 2 537 72 532 F 3+3.R +29.2R.5+21.9R 92 1 99 11 9 0 9 03 21 3 30 99 37 711 393 39 03 55 F 3.+3.R.9+29R 5.5+21.7R 5.+17.R 1030 173 102 1 1021 15 1019 155 1017 153 101 152 57 1372 77 10 59 7 F 0.+9.R 2.2+.R 9 150 93 15 927 150 922 199 919 19 917 190 57 1372 77 10 59 7 F 1.1+9.R 2.5+.R 70 11 137 37 1359 29 137 2 1339 20 1333 1329 77 10 59 7 F 1.3+9.5R 2.7+.R 3.+3.R 3.9+27.R.1+23.2R.3+19.9R 7 09 70 1150 9 1119 77 1099 10 2 107 5 109 5 103 59 7 F 1.+9.5R 3.2+.3R 3.9+3.7R.+27.R.7+23.1R 53 09 59 92 53 9 53 3 515 37 532 5 5 32 9 0 510 29 F 2.+9.3R 3.9+.2R.7+3.R 5.1+27.7R 539 75 2 7 52 735 3 705 21 5 70 05 59 00 50 395 3 F 3+9.2R.+.1R 2.7+.1R F 2.+.2R 2.9+.1R 3+.1R 2.3+10.R 2.5+.R 2.+7.2R 2.+.2R 2.7+5.R 2.7+.R F 1.+21.5R 2.2+1.R 2.5+10.R 2.+.R 2.7+7.2R 2.7+.2R 2.+5.R F 1.9+21.5R 2.3+1.R 2.+10.R 2.7+.R 2.+7.2R 2.+.2R 2.+22R 2.9+3.R 5.+3.5R 2.1+.9R 2.1+.2R 2.3+.1R 2.3+.9R F 2.1+.3R 2.3+.2R 2.5+.1R 2.5+.9R 2.7+.9R 3.1+.9R 3.5+.R 3.+7.1R 3.7+.1R 3.7+5.R 3.+.R 3.+.3R 3+17.R.+17.5R 5+1.R 5.2+.5R 5.3+10.9R 5.+9.7R 5.+.7R 3.3+27.R 5.+27.R with DeltaGrip** and Hilti X-EDN19, X- EDNK22 or HSN 2 1 1 20 2.2+.1R 2.2+3.5R 2.2+3.1R 2.3+2.7R 2.3+2.5R 2.2+.9R 2.3+.1R 2.3+3.5R 2.+.1R 2.+3.5R 2.+.1R 2.+3.5R 2.7+3.1R 3.3+7.2R 3.+.1R 3.+5.R 3.5+.R 3.5+.3R.2+7.1R.3+.1R.3+5.3R.+.7R.+.2R 3.2+1.7R 3.3+.R 3.+11R 3.5+9.R 3.+.R 2.9+22R 3.2+17.R 3.+1.7R 3.5+.R 3.+11R.5+1.R.+.5R.7+11R.+9.7R.9+.R +1.5R.2+.R.3+10.R.+9.R.5+.7R 3.+23.2R 3.+19.9R +17.R.1+15.5R.2+13.9R 3.2+3.R 3.+27.R 3.9+23.2R.1+19.9R.2+17.R 3.1+.1R 3.1+5.R 3.1+.R 3.2+.3R.1+.R.2+11R.3+9.R.3+.R.9+19.R 2.3+3.1R 2.5+3.1R 2.3+2.7R 2.5+2.7R 2.7+2.7R 2.+.R 2.9+5.R 2.9+.R 3+.3R 3.7+9.R 3.+11R 3.9+9.R 3.9+.R.3+15.5R.5+17.R.+15.5R.7+13.9R 5+17.R 5.1+15.R 5.2+13.9R 5.+23.1R 5.+19.R 5.+17.3R 5.9+15.R.2+23R.+19.7R.+17.2R.7+15.3R 2.+2.5R 2.5+2.5R 2.7+2.5R 2.+.1R 2.+3.5R 2.9+3.1R 2.9+2.7R 2.9+2.R 3.2+.1R 3.2+3.5R 3.3+3R 3.3+2.7R 3.3+2.R 2.7+.3R 2.+.3R 3.7+.R.+13.9R +13.R.+13.R 539 75 3 2 377 13 373 0 31 513 322 523 32 530 292 75 299 F +.9R 5.7+5.R.+3.3R 7.2+27.R 7.+22.R 7.+19.5R +17.1R.2+15.2R.3+13.R Page 77 of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 3 2 3 2 3 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allowable Shear, qa(plf), Factored Shear, qf(plf) DGN-32 & DGNF-32 and Flexibility Factor, F((in./lb)x10) with DeltaGrip** and Hilti X-ENP19 (ft) 10 1 1 20 Deck Span 221 370 227 3701 227 399 2275 397 2275 39 227 395 227 395 57 2972 150 207 F 1.7+.5R 1.9+.3R 2+.2R 2.1+5R 2.2+.2R 2.2+3.R 2.2+3.1R 2.2+2.R 2.3+2.5R 2199 3573 2191 350 2 3552 23 35 22 355 20 353 2179 351 57 2972 150 207 F 1.7+.5R 2+.3R 2.1+.2R 2.2+5R 2.2+.2R 2.3+3.R 2.3+3.1R 2.3+2.R 2.3+2.5R 2105 321 209 3395 201 331 2075 3372 2072 33 209 332 207 3359 57 2972 150 207 F 1.+.5R 2+.3R 2.2+.2R 2.3+5R 2.3+.2R 2.3+3.R 2.+3.1R 2.+2.R 2.+2.5R 1913 3109 7 3052 59 3021 7 3002 39 299 33 2979 29 2972 25 29 150 207 F 1.9+.5R 2.2+.3R 2.3+.2R 2.+5R 2.+.2R 2.5+3.R 2.5+3.1R 2.5+2.R 2.5+2.5R 1739 3109 100 200 15 291 15 257 1531 27 1577 252 153 299 150 27 150 207 F 2.1+.R 2.+.3R 2.5+.2R 2.+5R 2.+.1R 2.7+3.R 2.7+3.1R 2.7+2.R 2.7+2.5R 171 2390 137 225 132 21 131 213 95 2105 1 202 71 205 2 2051 5 201 F 2.3+.R 2.5+.3R 2.7+.2R 2.+5R 2.+.1R 2.9+3.5R 2.9+3.1R 2.9+2.R 2.9+2.5R 171 2390 1107 1799 19 35 1 5 9 105 1019 15 102 19 9 1537 973 151 F 2.+.3R 2.9+.2R 3+.1R 3.1+.9R 3.2+.1R 3.3+3.5R 3.3+3.1R 3.3+2.7R 3.3+2.5R 2 302 1 302 0 3022 59 3021 59 3021 59 3020 19 2713 130 21 105 1737 F 1.+21.9R 2.2+1.R 2.+10.9R 2.5+.7R 2.+7.3R 2.7+.2R 2.7+5.5R 2.+.9R 2.+.R 10 291 0 293 03 2930 02 292 01 292 00 2925 19 2713 130 21 105 1737 F 1.9+21.R 2.3+1.R 2.5+10.9R 2.+.7R 2.7+7.3R 2.+.2R 2.+5.5R 2.9+.9R 2.9+.R 17 21 1739 22 173 2 1731 213 1729 210 172 207 19 2713 130 21 105 1737 F 1.9+21.R 2.+1.R 2.+10.9R 2.7+.7R 2.+7.3R 2.9+.2R 2.9+5.5R 3+.9R 3+.R 115 22 1593 259 151 2570 157 255 159 2550 15 25 153 250 130 21 105 1737 F 2.1+21.R 2.+1.5R 2.+10.9R 3+.7R 3+7.3R 3.1+.2R 3.2+5.5R 3.2+.R 3.2+.R 1 22 135 2251 132 2327 1379 220 1339 217 137 223 137 2 1323 21 105 1737 F 2.+21.R 2.9+1.5R 3.1+10.9R 3.3+.7R 3.+7.2R 3.+.2R 3.5+5.R 3.5+.R 3.5+.3R 7 2070 15 1975 1 192 11 92 1151 70 111 5 1133 2 17 32 105 1737 F 2.+21.7R 3.1+1.5R 3.+10.R 3.5+.7R 3.+7.2R 3.7+.2R 3.+5.R 3.+.R 3.+.3R 7 2070 979 1590 1005 133 1020 15 90 1 919 19 91 1529 5 1395 3 13 F 3.1+21.R 3.+1.R 3.9+10.7R.1+.R.2+7.1R.3+.1R.+5.R.+.R.+.3R 1339 2175 1332 215 1329 210 1327 2157 132 215 1325 2153 1113 170 79 107 7 110 F 1.5+.7R 2.+29.R 2.+22.3R 3.1+17.9R 3.3+1.9R 3.+.R 3.5+11.2R 3.+9.9R 3.+.9R 2 2019 27 199 19 191 1 1973 11 19 0 19 1113 170 79 107 7 110 F 1.7+.7R 2.+29.R 3+22.3R 3.3+17.9R 3.5+1.9R 3.+.R 3.7+11.2R 3.+9.9R 3.+.9R 11 5 13 25 1110 03 1101 1790 109 170 1091 1773 10 17 79 107 7 110 F 1.+.7R 2.7+29.R 3.2+22.3R 3.5+17.9R 3.+1.9R 3.+.R 3.9+11.2R +9.9R +.9R 99 107 9 153 92 1501 909 17 900 92 150 7 11 79 107 7 110 F 2.1+.R 3.1+29.7R 3.5+22.3R 3.+17.R +1.9R.1+.7R.2+11.1R.3+9.9R.+.9R 71 107 75 3 77 7 735 1195 99 113 722 117 97 1132 7 109 95 19 F 2.5+.5R 3.5+29.R +22.2R.3+17.R.5+1.R.7+.7R.+11.1R.9+9.9R.9+.9R 719 11 9 1055 99 59 957 573 931 52 913 553 99 5 51 79 F 2.9+.R 3.9+29.5R.5+22.1R.+17.7R 5+1.7R 5.2+.R 5.3+11R 5.+9.R 5.5+.R 719 11 51 3 509 2 50 22 30 9 3 713 5 723 00 9 09 5 F 3.5+.2R.7+29.3R 5.3+21.9R 5.7+17.5R 5.9+1.R.1+.5R.3+10.9R.+9.7R.5+.7R 1102 1791 1095 170 1092 177 109 1770 10 17 107 17 52 133 73 1077 55 72 F 0.9+70.R 2.3+7.1R 3+35.3R 3.+2.2R 3.7+23.5R 3.9+20.2R +17.R.2+15.7R.3+1.1R 1011 995 117 97 103 91 1595 97 159 975 155 52 133 73 1077 55 72 F 1.1+70.R 2.5+7R 3.2+35.3R 3.7+2.2R +23.5R.2+20.2R.3+17.R.+15.7R.5+1.1R 925 1503 900 13 7 11 79 73 1 9 1 52 133 73 1077 55 72 F 1.3+70.5R 2.+7R 3.5+35.3R 3.9+2.2R.2+23.5R.+20.1R.+17.R.7+15.7R.+1.1R 7 0 7 1 727 11 713 1159 70 11 97 1133 92 15 73 1077 55 72 F 1.7+70.R 3.2+.9R +35.2R.+2.2R.7+23.5R.9+20.1R 5.1+17.R 5.2+15.R 5.3+1.1R 91 0 00 97 1 99 571 92 51 79 55 907 537 73 520 5 535 9 F 2.3+70.3R 3.+.R.+35.1R 5.1+2R 5.+23.R 5.7+20R 5.+17.5R +15.R.1+1R 570 92 50 2 7 773 55 70 2 7 32 702 2 9 0 1 72 F 2.7+70.1R.+.7R 5.2+3.9R 5.+27.9R.1+23.2R.+19.9R.+17.R.7+15.5R.+13.9R 570 92 05 59 397 391 3 331 539 337 5 31 55 30 97 3 50 F 3.5+9.R 5.3+.3R.3+3.R.9+27.R 7.+23R 7.7+19.7R 7.9+17.2R.1+15.3R.2+13.7R Page 7 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allow able Shear, qa(plf), Factored Shear, qf(plf) DGN-32 Deck and Flex ibility Factor, F((in./lb)x 10) Span with DeltaGrip** and Pneutek K (ft) 10 1 1 20 293 700 25 21 2 279 7 277 75 27 73 275 51 2297 375 0 297 F 1.7+.R 1.9+.3R 2+.2R 2.1+5R 2.2+.1R 2.2+3.R 2.2+3.1R 2.2+2.R 2.3+2.5R 270 52 2720 20 2710 03 2703 393 299 3 29 31 293 377 2297 375 0 297 F 1.7+.R 2+.3R 2.1+.2R 2.2+5R 2.2+.1R 2.3+3.R 2.3+3.1R 2.3+2.R 2.3+2.5R 2577 252 131 252 101 25 02 250 09 29 059 29 052 2297 375 0 297 F 1.+.R 2+.3R 2.2+.2R 2.2+5R 2.3+.1R 2.3+3.R 2.+3.1R 2.+2.R 2.+2.5R 227 399 2209 3590 2173 3531 2150 39 213 3 23 350 211 33 210 325 0 297 F 1.9+.R 2.2+.3R 2.3+.2R 2.+5R 2.+.1R 2.5+3.R 2.5+3.1R 2.5+2.R 2.5+2.5R 2031 399 2 29 305 173 297 170 2775 17 27 1710 2779 1 270 1711 271 F 2.1+.R 2.+.3R 2.5+.2R 2.+5R 2.+.1R 2.7+3.R 2.7+3.1R 2.7+2.R 2.7+2.5R 19 275 1559 2533 19 220 1 239 11 2301 1395 22 137 220 13 2219 1355 2203 F 2.3+.R 2.+.3R 2.7+.2R 2.+5R 2.9+.1R 2.9+3.5R 2.9+3.1R 2.9+2.R 3+2.5R 19 275 3 200 2 20 202 105 1731 109 177 111 13 100 135 1033 17 F 2.7+.R 3+.3R 3.1+.2R 3.2+5R 3.3+.1R 3.3+3.5R 3.3+3.1R 3.3+2.R 3.+2.5R 221 37 2257 3 225 35 225 3 225 32 2253 32 2097 3355 157 251 132 217 F 1.+21.R 2.2+1.5R 2.+10.9R 2.5+.7R 2.+7.3R 2.7+.2R 2.7+5.R 2.+.R 2.+.R 2173 3531 213 351 215 350 2155 3503 2153 399 2152 397 2097 3355 157 251 132 217 F 1.9+21.R 2.3+1.5R 2.5+10.9R 2.+.7R 2.7+7.3R 2.+.2R 2.+5.R 2.9+.R 2.9+.R 207 3370 205 331 20 3325 200 3315 203 3309 2033 330 2031 3300 157 251 132 217 F 2+21.R 2.+1.5R 2.+10.9R 2.+.7R 2.+7.3R 2.9+.2R 2.9+5.R 3+.R 3+.R 7 305 3 293 15 2950 03 2929 179 2915 177 290 173 297 157 251 132 217 F 2.2+21.R 2.+1.5R 2.+10.9R 3+.7R 3.1+7.3R 3.1+.2R 3.2+5.R 3.2+.R 3.2+.R 197 305 155 2525 109 21 1535 29 11 20 152 20 17 21 15 233 132 217 F 2.5+21.R 2.9+1.5R 3.2+10.9R 3.3+.7R 3.+7.3R 3.+.2R 3.5+5.R 3.5+.R 3.+.R 9 2323 133 22 9 210 7 2059 7 202 33 2003 22 195 13 1971 0 190 F 2.+21.7R 3.2+1.5R 3.5+10.9R 3.+.7R 3.7+7.2R 3.+.2R 3.+5.R 3.+.R 3.9+.3R 9 2323 109 1737 10 17 1099 17 9 150 977 15 999 3 905 171 931 15 F 3.+21.7R 3.+1.R.1+10.R.2+.7R.3+7.2R.+.2R.+5.R.5+.R.5+.3R 1523 275 1513 259 1507 250 150 2 1502 20 1500 23 137 2202 107 170 1 109 F 1.5+.R 2.+29.7R 2.+22.3R 3.1+17.R 3.3+1.9R 3.+.7R 3.5+11.1R 3.+9.9R 3.+.9R 1392 222 139 222 135 220 139 2191 133 23 1339 217 133 2172 107 170 1 109 F 1.7+.R 2.+29.7R 3+22.3R 3.3+17.R 3.5+1.9R 3.+.7R 3.7+11.1R 3.+9.9R 3.+.9R 70 20 3 200 15 197 02 195 119 190 1 1930 13 1923 107 170 1 109 F 1.9+.R 2.+29.7R 3.2+22.3R 3.5+17.R 3.7+1.9R 3.+.7R 3.9+11.1R +9.9R +.9R 1079 1753 1022 10 991 110 971 1579 95 1557 99 152 91 1530 93 1520 1 109 F 2.2+.5R 3.1+29.7R 3.+22.3R 3.9+17.R +1.R.2+.7R.3+11.1R.3+9.9R.+.9R 95 1753 17 132 3 135 77 1 73 1193 75 31 72 13 705 115 725 1177 F 2.+.5R 3.7+29.7R.1+22.2R.+17.R.+1.R.7+.7R.+11.1R.9+9.9R 5+.9R 70 7 93 1 7 1051 1005 599 973 55 951 575 93 5 920 50 909 F 3.3+.R.2+29.R.7+22.2R 5+17.R 5.2+1.R 5.3+.7R 5.+11.1R 5.5+9.9R 5.5+.9R 70 7 553 99 50 77 532 50 731 57 72 2 751 1 73 23 7 F.3+.3R 5.3+29.5R 5.+22.1R.1+17.7R.3+1.7R.+.R.5+11.1R.+9.R.7+.R 22 195 199 0 190 03 195 00 1951 1199 19 1053 1 32 1332 7 1079 F 0.9+70.R 2.3+.9R 3+35.2R 3.+2.2R 3.7+23.5R 3.9+20.1R +17.R.2+15.R.3+1.1R 110 179 10 171 1072 172 10 1730 1059 1721 105 1715 1053 1 32 1332 7 1079 F 1.1+70.R 2.+.9R 3.3+35.2R 3.7+2.2R +23.5R.2+20.1R.3+17.R.+15.R.5+1.1R 1002 99 157 951 155 90 1527 932 151 92 1505 922 19 32 1332 7 1079 F 1.+70.R 2.+.9R 3.5+35.2R +2.2R.2+23.5R.+20.1R.+17.R.7+15.R.+1.1R 5 1373 79 91 77 750 19 739 00 730 1 72 117 719 11 7 1079 F 1.9+70.R 3.+.9R.1+35.2R.5+2.1R.+23.5R 5+20.1R 5.1+17.R 5.3+15.R 5.+1.1R 73 1373 33 102 107 59 9 52 913 579 91 55 903 537 72 552 97 F 2.7+70.3R.1+.R.9+35.1R 5.3+2.1R 5.+23.R 5.+20.1R +17.R.1+15.R.2+1.1R 09 990 537 72 9 09 7 770 5 7 725 37 711 31 700 25 91 F 3.+70.2R.9+.R 5.+35.1R.1+2.1R.+23.R.+20R.+17.5R.9+15.R 7+1R 09 990 2 9 1 77 0 3 3 55 39 57 352 572 315 5 321 522 F.7+70R.3+.R 7.1+3.9R 7.+27.9R 7.9+23.3R.2+19.9R.3+17.R.5+15.5R.+1R Page 79 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allow able Shear, qa(plf), Factored Shear, qf(plf) DGN-32 Deck and Flex ibility Factor, F((in./lb)x 10) Span with DeltaGrip** and Pneutek K (ft) 10 1 1 20 22 271 223 23 220 25 219 25 2 25 217 252 2351 371 57 2972 150 207 F 1.7+.5R 1.9+.3R 2+.2R 2.1+5R 2.2+.2R 2.2+3.R 2.2+3.1R 2.2+2.R 2.3+2.5R 2509 077 295 055 2 03 23 035 20 030 27 027 2351 371 57 2972 150 207 F 1.7+.5R 2+.3R 2.1+.2R 2.2+5R 2.2+.2R 2.3+3.R 2.3+3.1R 2.3+2.R 2.3+2.5R 237 35 2353 323 2339 301 2330 377 232 3777 2320 3770 2317 371 57 2972 150 207 F 1.+.5R 2.1+.3R 2.2+.2R 2.3+5R 2.3+.2R 2.3+3.R 2.+3.1R 2.+2.R 2.+2.5R 25 35 2073 339 205 3323 2027 329 2015 3275 2007 321 2000 3250 57 2972 150 207 F 1.9+.5R 2.2+.3R 2.3+.2R 2.+5R 2.+.2R 2.5+3.R 2.5+3.1R 2.5+2.R 2.5+2.5R 1910 35 1733 21 1793 291 1703 27 13 21 190 277 29 10 20 150 207 F 2.1+.5R 2.+.3R 2.5+.2R 2.+5R 2.+.2R 2.7+3.R 2.7+3.1R 2.7+2.R 2.+2.5R 159 259 1 219 130 2323 1393 223 13 2223 1350 2193 133 2171 1325 215 1317 2139 F 2.3+.5R 2.+.3R 2.7+.2R 2.+5R 2.9+.2R 2.9+3.R 2.9+3.1R 2.9+2.R 3+2.5R 159 259 1920 1195 192 0 195 103 10 10 1729 10 175 92 1595 1009 139 F 2.7+.R 3+.3R 3.1+.2R 3.2+5R 3.3+.1R 3.3+3.R 3.3+3.1R 3.+2.R 3.+2.5R 21 3523 215 3519 21 351 213 3515 2 351 2 3513 19 2713 130 21 105 1737 F 1.+21.9R 2.2+1.R 2.+10.9R 2.5+.7R 2.+7.3R 2.7+.2R 2.7+5.5R 2.+.9R 2.+.R 2090 339 202 333 2077 337 2075 3371 2073 33 2072 33 19 2713 130 21 105 1737 F 1.9+21.9R 2.3+1.R 2.5+10.9R 2.+.7R 2.7+7.3R 2.+.2R 2.+5.5R 2.9+.9R 2.9+.R 2000 3250 19 322 197 3211 1971 3203 197 3197 195 3193 19 2713 130 21 105 1737 F 2+21.9R 2.+1.R 2.+10.9R 2.+.7R 2.+7.3R 2.9+.2R 3+5.5R 3+.9R 3+.R 1 2951 172 29 17 27 1753 2 175 235 1739 22 19 2713 130 21 105 1737 F 2.2+21.R 2.+1.R 2.+10.9R 3+.7R 3.1+7.3R 3.1+.2R 3.2+5.5R 3.2+.9R 3.2+.R 150 2951 1517 25 1570 2552 1501 20 151 2357 19 229 157 23 130 21 105 1737 F 2.5+21.R 2.9+1.R 3.2+10.9R 3.3+.7R 3.+7.3R 3.+.2R 3.5+5.5R 3.5+.R 3.+.R 1395 227 1315 2137 72 207 5 2023 27 1993 13 1972 03 1955 1195 192 105 1737 F 2.+21.R 3.2+1.5R 3.5+10.9R 3.+.7R 3.7+7.3R 3.+.2R 3.+5.R 3.9+.R 3.9+.R 1395 227 109 1705 1070 173 102 175 935 1520 95 15 97 103 95 155 921 19 F 3.+21.7R 3.9+1.5R.1+10.9R.2+.7R.3+7.2R.+.2R.5+5.R.5+.R.5+.3R 19 227 1 2 179 20 17 239 17 2395 153 232 1113 170 79 107 7 110 F 1.5+.7R 2.+29.R 2.+22.R 3.1+17.9R 3.3+1.9R 3.+.R 3.5+11.2R 3.+9.9R 3.+.9R 13 2223 137 2 1335 219 132 2157 1323 219 1319 21 1113 170 79 107 7 110 F 1.7+.7R 2.+29.R 3+22.R 3.3+17.9R 3.5+1.9R 3.+.R 3.7+11.2R 3.+9.9R 3.+.9R 51 2033 17 197 1199 19 17 1929 1179 191 1173 1907 1113 170 79 107 7 110 F 1.9+.7R 2.+29.R 3.2+22.3R 3.5+17.9R 3.7+1.9R 3.+.R 3.9+11.2R +9.9R +.9R 105 1730 1010 11 90 1593 92 153 99 153 90 152 933 1517 79 107 7 110 F 2.2+.7R 3.1+29.R 3.+22.3R 3.9+17.9R +1.9R.2+.R.3+11.2R.3+9.9R.+.9R 933 1730 09 1315 2 13 770 51 729 1 752 22 723 1175 700 113 7 110 F 2.+.R 3.7+29.R.2+22.3R.+17.9R.+1.9R.7+.7R.+11.2R.9+9.9R 5+.9R 770 51 1115 1 102 1 997 595 97 51 95 571 92 53 915 557 905 F 3.3+.R.2+29.7R.7+22.3R 5+17.R 5.2+1.9R 5.3+.7R 5.+11.1R 5.5+9.9R 5.5+.9R 770 51 57 9 535 9 52 57 7 72 5 73 59 77 9 20 3 F.3+.R 5.3+29.R 5.+22.2R.1+17.R.3+1.R.+.7R.5+11.1R.+9.9R.7+.9R 1159 1151 70 117 3 11 59 1 5 1113 170 52 133 73 1077 55 72 F 0.9+70.R 2.3+7.1R 3+35.3R 3.+2.2R 3.7+23.5R 3.9+20.2R.1+17.7R.2+15.7R.3+1.1R 105 1717 103 17 102 170 1022 10 1017 153 101 1 52 133 73 1077 55 72 F 1.1+70.R 2.+7.1R 3.3+35.3R 3.7+2.2R +23.5R.2+20.2R.3+17.7R.+15.7R.5+1.1R 92 15 93 1517 9 192 90 17 902 15 97 157 52 133 73 1077 55 72 F 1.+70.R 2.+7.1R 3.5+35.3R +2.2R.2+23.5R.5+20.2R.+17.R.7+15.7R.+1.1R 15 1325 771 52 7 13 731 1 721 1172 71 1159 70 1150 73 1077 55 72 F 1.9+70.R 3.+7R.1+35.3R.5+2.2R.+23.5R 5+20.2R 5.2+17.R 5.3+15.7R 5.+1.1R 71 1325 1 1000 29 1022 53 97 551 95 59 92 5 52 59 53 72 F 2.7+70.5R.1+7R.9+35.2R 5.3+2.2R 5.+23.5R 5.+20.1R +17.R.1+15.7R.2+1.1R 59 957 522 790 755 50 731 39 713 31 700 2 90 19 1 F 3.+70.R.9+.9R 5.+35.2R.1+2.1R.+23.R.+20.1R.+17.R.9+15.R 7+1.1R 59 957 17 7 0 0 399 9 33 59 33 557 3 53 310 50 317 51 F.7+70.2R.3+.7R 7.1+35R 7.+2R 7.9+23.3R.2+20R.+17.5R.5+15.R.+1R Page 0 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allow able Shear, qa(plf), Factored Shear, qf(plf) DGN-32 Deck and Flex ibility Factor, F((in./lb)x 10) Span with DeltaGrip** and Pneutek K3 (ft) 10 1 1 20 201 3317 2039 331 203 33 203 3311 2037 3311 2037 3310 2037 3310 5 297 1505 209 F 1.7+.R 1.9+.3R 2+.2R 2.1+5R 2.2+.1R 2.2+3.R 2.2+3.1R 2.2+2.R 2.3+2.5R 191 3219 1975 3210 1972 3205 1970 3202 199 3200 19 3199 19 3197 5 297 1505 209 F 1.7+.R 2+.3R 2.1+.2R 2.2+5R 2.2+.1R 2.3+3.R 2.3+3.1R 2.3+2.R 2.3+2.5R 1909 3103 9 305 92 3075 9 309 305 5 302 3 300 5 297 1505 209 F 1.+.R 2+.3R 2.2+.2R 2.2+5R 2.3+.1R 2.3+3.R 2.+3.1R 2.+2.R 2.+2.5R 1757 255 1731 213 17 2791 1709 2777 1703 27 199 271 19 275 193 2752 1505 209 F 1.9+.R 2.2+.3R 2.3+.2R 2.+5R 2.+.1R 2.5+3.R 2.5+3.1R 2.5+2.R 2.5+2.5R 1 255 19 235 159 25 19 220 15 23 1 21 153 231 2317 15 239 F 2.1+.R 2.+.3R 2.5+.2R 2.+5R 2.+.1R 2.7+3.R 2.7+3.1R 2.7+2.R 2.7+2.5R 1377 223 1311 2130 75 2071 52 2035 37 2010 2 1992 17 197 11 197 05 195 F 2.3+.R 2.+.3R 2.7+.2R 2.+5R 2.9+.1R 2.9+3.5R 2.9+3.1R 2.9+2.R 3+2.5R 1377 223 1053 1711 1079 175 1095 1779 953 159 9 100 1007 137 9 191 9 153 F 2.7+.R 3+.3R 3.1+.2R 3.2+5R 3.3+.1R 3.3+3.5R 3.3+3.1R 3.3+2.R 3.+2.5R 172 2 171 22 170 21 170 20 170 20 170 259 197 2715 131 215 10 173 F 1.+21.R 2.2+1.5R 2.+10.9R 2.5+.7R 2.+7.3R 2.7+.2R 2.7+5.R 2.+.R 2.+.R 17 2791 171 275 17 272 1711 270 1710 2779 1709 277 197 2715 131 215 10 173 F 1.9+21.R 2.3+1.5R 2.5+10.9R 2.+.7R 2.7+7.3R 2.+.2R 2.+5.R 2.9+.R 2.9+.R 1 270 15 291 152 25 150 21 1 27 17 27 1 27 131 215 10 173 F 2+21.R 2.+1.5R 2.+10.9R 2.+.7R 2.+7.3R 2.9+.2R 2.9+5.R 3+.R 3+.R 155 2511 1527 21 1517 2 1511 25 1507 29 150 2 1502 20 131 215 10 173 F 2.2+21.R 2.+1.5R 2.+10.9R 3+.7R 3.1+7.3R 3.1+.2R 3.2+5.R 3.2+.R 3.2+.R 9 2511 133 2175 132 22 133 21 9 2109 1332 215 130 22 20 10 173 F 2.5+21.R 2.9+1.5R 3.2+10.9R 3.3+.7R 3.+7.3R 3.+.2R 3.5+5.R 3.5+.R 3.+.R 32 2002 10 19 1152 72 113 3 12 2 111 10 1107 1799 1102 1790 10 173 F 2.+21.7R 3.2+1.5R 3.5+10.9R 3.+.7R 3.7+7.2R 3.+.2R 3.+5.R 3.+.R 3.9+.3R 32 2002 95 1551 92 1595 99 1 73 119 902 1 92 1501 1372 111 F 3.+21.7R 3.+1.R.1+10.R.2+.7R.3+7.2R.+.2R.+5.R.5+.R.5+.3R 135 220 1350 2193 13 2 13 2 133 22 131 20 111 172 0 10 713 110 F 1.5+.R 2.+29.7R 2.+22.3R 3.1+17.R 3.3+1.9R 3.+.7R 3.5+11.1R 3.+9.9R 3.+.9R 57 202 1 2017 33 2003 27 1995 2 199 21 195 111 172 0 10 713 110 F 1.7+.R 2.+29.7R 3+22.3R 3.3+17.R 3.5+1.9R 3.+.7R 3.7+11.1R 3.+9.9R 3.+.9R 110 5 113 3 10 20 1111 0 1105 179 1101 179 109 172 0 10 713 110 F 1.9+.R 2.+29.7R 3.2+22.3R 3.5+17.R 3.7+1.9R 3.+.7R 3.9+11.1R +9.9R +.9R 99 1 95 1550 930 15 91 1 90 171 9 10 93 151 0 10 713 110 F 2.2+.5R 3.1+29.7R 3.+22.3R 3.9+17.R +1.R.2+.7R.3+11.1R.3+9.9R.+.9R 7 1 770 51 791 70 02 703 1 72 10 700 1137 79 1103 9 113 F 2.+.5R 3.7+29.7R.1+22.2R.+17.R.+1.R.7+.7R.+11.1R.9+9.9R 5+.9R 725 117 53 102 15 1000 592 91 57 935 5 917 555 902 5 91 53 2 F 3.3+.R.2+29.R.7+22.2R 5+17.R 5.2+1.R 5.3+.7R 5.+11.1R 5.5+9.9R 5.5+.9R 725 117 519 513 33 50 2 32 701 0 71 7 72 01 52 10 7 F.3+.3R 5.3+29.5R 5.+22.1R.1+17.7R.3+1.7R.+.R.5+11.1R.+9.R.7+.R 115 7 11 5 113 5 111 53 1139 50 1113 172 53 13 7 107 5 73 F 0.9+70.R 2.3+.9R 3+35.2R 3.+2.2R 3.7+23.5R 3.9+20.1R +17.R.2+15.R.3+1.1R 105 17 1035 102 1 1019 15 1015 150 10 15 53 13 7 107 5 73 F 1.1+70.R 2.+.9R 3.3+35.2R 3.7+2.2R +23.5R.2+20.1R.3+17.R.+15.R.5+1.1R 90 150 932 151 91 19 907 173 900 13 95 155 53 13 7 107 5 73 F 1.+70.R 2.+.9R 3.5+35.2R +2.2R.2+23.5R.+20.1R.+17.R.7+15.R.+1.1R 1 1322 79 50 75 11 730 17 720 1170 713 115 707 119 7 107 5 73 F 1.9+70.R 3.+.9R.1+35.2R.5+2.1R.+23.5R 5+20.1R 5.1+17.R 5.3+15.R 5.+1.1R 7 1322 15 999 2 1020 52 9 550 9 5 923 5 7 52 5 53 73 F 2.7+70.3R.1+.R.9+35.1R 5.3+2.1R 5.+23.R 5.+20.1R +17.R.1+15.R.2+1.1R 5 955 521 7 79 75 9 730 3 7 30 99 2 9 19 1 F 3.+70.2R.9+.R 5.+35.1R.1+2.1R.+23.R.+20R.+17.5R.9+15.R 7+1R 5 955 17 77 0 59 399 337 5 32 55 3 52 310 50 31 51 F.7+70R.3+.R 7.1+3.9R 7.+27.9R 7.9+23.3R.2+19.9R.3+17.R.5+15.5R.+1R Page 1 of 5

32/5 Seam Gage Spacing (in) 1 2 3 2 3 20 2 3 22 2 3 Table 1: DGN-32 and DGNF-32 Shear and Flexibility (continued) Allowable Shear, qa(plf), Factored Shear, qf(plf) DGN-32 Deck and Flex ibility Factor, F((in./lb)x 10) w ith DeltaGrip** and Pneutek K1 Span 10 1 1 20 (ft) 210 325 210 322 2105 320 210 319 2103 3 2103 3 2103 317 5 297 1505 209 F 1.7+.R 1.9+.3R 2+.2R 2.1+5R 2.2+.1R 2.2+3.R 2.2+3.1R 2.2+2.R 2.3+2.5R 202 33 2035 330 2032 3302 2030 3299 2029 3297 202 3295 2027 329 5 297 1505 209 F 1.7+.R 2+.3R 2.1+.2R 2.2+5R 2.2+.1R 2.3+3.R 2.3+3.1R 2.3+2.R 2.3+2.5R 19 3192 1952 3172 19 3 192 3155 1939 3151 1937 317 1935 315 5 297 1505 209 F 1.+.R 2+.3R 2.2+.2R 2.2+5R 2.3+.1R 2.3+3.R 2.+3.1R 2.+2.R 2.+2.5R 01 2927 1773 22 175 257 179 22 172 232 173 22 173 2 1731 21 1505 209 F 1.9+.R 2.2+.3R 2.3+.2R 2.+5R 2.+.1R 2.5+3.R 2.5+3.1R 2.5+2.R 2.5+2.5R 19 2927 152 22 150 25 1517 25 170 239 15 257 17 201 19 2355 209 F 2.1+.R 2.+.3R 2.5+.2R 2.+5R 2.+.1R 2.7+3.R 2.7+3.1R 2.7+2.R 2.7+2.5R 10 222 1333 21 9 2103 70 20 5 203 2 20 33 200 2 1992 20 193 F 2.3+.R 2.+.3R 2.7+.2R 2.+5R 2.9+.1R 2.9+3.5R 2.9+3.1R 2.9+2.R 3+2.5R 10 222 10 173 109 1777 1109 02 93 155 995 11 10 15 92 1505 952 15 F 2.7+.R 3+.3R 3.1+.2R 3.2+5R 3.3+.1R 3.3+3.5R 3.3+3.1R 3.3+2.R 3.+2.5R 173 232 171 230 171 229 170 22 170 22 170 227 197 2715 131 215 10 173 F 1.+21.R 2.2+1.5R 2.+10.9R 2.5+.7R 2.+7.3R 2.7+.2R 2.7+5.R 2.+.R 2.+.R 199 271 19 2755 19 2752 193 2750 192 279 191 27 191 2715 131 215 10 173 F 1.9+21.R 2.3+1.5R 2.5+10.9R 2.+.7R 2.7+7.3R 2.+.2R 2.+5.R 2.9+.R 2.9+.R 17 27 10 2 13 25 133 25 132 252 131 250 130 2 131 215 10 173 F 2+21.R 2.+1.5R 2.+10.9R 2.+.7R 2.+7.3R 2.9+.2R 2.9+5.R 3+.R 3+.R 1531 29 151 20 150 25 19 235 19 22 191 22 19 220 131 215 10 173 F 2.2+21.R 2.+1.5R 2.+10.9R 3+.7R 3.1+7.3R 3.1+.2R 3.2+5.R 3.2+.R 3.2+.R 117 29 1329 2159 1372 2230 1325 2153 90 209 1323 2150 97 210 7 2073 10 173 F 2.5+21.R 2.9+1.5R 3.2+10.9R 3.3+.7R 3.+7.3R 3.+.2R 3.5+5.R 3.5+.R 3.+.R 2 19 1173 190 115 1 1 33 1117 1 110 01 1102 1790 109 172 10 173 F 2.+21.7R 3.2+1.5R 3.5+10.9R 3.+.7R 3.7+7.2R 3.+.2R 3.+5.R 3.+.R 3.9+.3R 2 19 99 153 977 15 993 11 70 113 99 11 920 195 2 13 5 10 F 3.+21.7R 3.+1.R.1+10.R.2+.7R.3+7.2R.+.2R.+5.R.5+.R.5+.3R 75 2072 70 20 7 200 2057 5 2055 205 111 172 0 10 713 110 F 1.5+.R 2.+29.7R 2.+22.3R 3.1+17.R 3.3+1.9R 3.+.7R 3.5+11.1R 3.+9.9R 3.+.9R 1190 1933 1177 1913 1170 1902 11 95 113 90 111 7 111 172 0 10 713 110 F 1.7+.R 2.+29.7R 3+22.3R 3.3+17.R 3.5+1.9R 3.+.7R 3.7+11.1R 3.+9.9R 3.+.9R 110 179 103 170 1071 171 10 1729 1059 1721 1055 1715 1053 1711 0 10 713 110 F 1.9+.R 2.+29.7R 3.2+22.3R 3.5+17.R 3.7+1.9R 3.+.7R 3.9+11.1R +9.9R +.9R 957 1555 919 19 99 11 10 77 71 115 10 2 101 713 110 F 2.2+.5R 3.1+29.7R 3.+22.3R 3.9+17.R +1.R.2+.7R.3+11.1R.3+9.9R.+.9R 5 1555 7 79 9 720 1171 1115 709 1152 5 1113 5 101 1111 F 2.+.5R 3.7+29.7R.1+22.2R.+17.R.+1.R.7+.7R.+11.1R.9+9.9R 5+.9R 9 1135 3 1030 00 97 57 90 5 91 553 99 55 539 7 53 F 3.3+.R.2+29.R.7+22.2R 5+17.R 5.2+1.R 5.3+.7R 5.+11.1R 5.5+9.9R 5.5+.9R 9 1135 503 99 11 97 0 23 7 32 702 39 71 395 1 0 57 F.3+.3R 5.3+29.5R 5.+22.1R.1+17.7R.3+1.7R.+.R.5+11.1R.+9.R.7+.R 1057 17 1052 1709 10 170 10 1701 105 19 10 197 53 13 7 107 5 73 F 0.9+70.R 2.3+.9R 3+35.2R 3.+2.2R 3.7+23.5R 3.9+20.1R +17.R.2+15.R.3+1.1R 975 15 91 152 95 1550 99 152 9 1537 9 153 53 13 7 107 5 73 F 1.1+70.R 2.+.9R 3.3+35.2R 3.7+2.2R +23.5R.2+20.1R.3+17.R.+15.R.5+1.1R 9 155 7 0 2 100 5 13 9 130 137 3 13 7 107 5 73 F 1.+70.R 2.+.9R 3.5+35.2R +2.2R.2+23.5R.+20.1R.+17.R.7+15.R.+1.1R 7 5 730 17 711 1155 9 1135 90 11 1111 79 110 7 107 5 73 F 1.9+70.R 3.+.9R.1+35.2R.5+2.1R.+23.5R 5+20.1R 5.1+17.R 5.3+15.R 5.+1.1R 73 5 57 95 02 979 51 9 533 5 550 9 530 1 513 3 52 5 F 2.7+70.3R.1+.R.9+35.1R 5.3+2.1R 5.+23.R 5.+20.1R +17.R.1+15.R.2+1.1R 555 902 9 09 7 759 729 3 70 2 93 19 1 1 72 09 5 F 3.+70.2R.9+.R 5.+35.1R.1+2.1R.+23.R.+20R.+17.5R.9+15.R 7+1R 555 902 39 39 33 35 2 327 531 333 51 337 5 302 91 309 502 F.7+70R.3+.R 7.1+3.9R 7.+27.9R 7.9+23.3R.2+19.9R.3+17.R.5+15.5R.+1R Page 2 of 5

Support Fastner s 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility Allow able Shear, (plf), Factored Shear, (plf) NN-32 Deck and Flex ibility Factor, F((in./lb)x 10 ) with Top Seam Side-Lap Weld and # SD HWH Screw Span 10 1 1 20 (ft) 25 33 27 071 235 3903 2302 379 225 372 2227 37 2203 33 5 297 1505 209 F 2.+.3R 3.2+.2R 3.3+.1R 3.+.9R 3.5+.1R 3.5+3.5R 3.+3.1R 3.+2.7R 3.+2.R 2203 335 19 327 2 300 17 2911 1711 223 173 270 1 27 1 275 1505 209 F 3.+.2R 3.7+.1R 3.9+R.1+.R.1+R.2+3.R.2+3R.3+2.7R.3+2.R 1937 319 17 279 151 252 15 202 139 2307 1357 223 1325 27 1301 21 1 211 F 3.+R.3+7.9R.5+5.9R.7+.7R.+3.9R.9+3.3R.9+2.9R 5+2.R 5+2.3R 1 2713 137 2223 1199 1979 1111 33 1052 1735 1009 15 97 113 953 1572 933 150 F.+11.7R 5.2+7.R 5.+5.R 5.+.5R +3.7R.1+3.1R.2+2.7R.2+2.R.3+2.2R 1 2713 109 0 1011 17 159 00 1319 793 1309 71 23 701 1157 70 11 F 5.+11.R.3+7.2R.9+5.2R 7.3+R 7.5+3.3R 7.7+2.7R 7.9+2.R +2.1R.1+1.R 130 2152 970 100 22 135 733 09 7 11 31 102 00 990 575 99 555 91 F +11R 7.2+.R +.R.5+3.R.9+2.R 9.2+2.3R 9.+1.9R 9.+1.7R 9.+1.R 2102 39 195 3227 77 3097 27 3015 179 290 179 2919 197 2715 131 215 10 173 F 3+21.R 3.5+1.R 3.+10.R 3.9+.R +7.2R.1+.2R.2+5.R.2+.R.2+.3R 17 27 151 2575 13 213 102 2313 130 225 1331 2195 130 215 90 29 10 173 F 3.+21.5R.2+1.3R.5+10.7R.7+.5R.+7.1R.9+.1R.9+5.3R 5+.7R 5+.3R 1533 2529 1330 2195 23 20 1157 190 11 3 1079 170 1055 170 1035 170 1020 13 F.1+21.3R.+1.1R 5.1+10.5R 5.3+.R 5.5+7R 5.+R 5.7+5.2R 5.7+.R 5.+.2R 1300 215 109 173 952 1571 3 157 3 130 03 1325 77 759 52 73 27 F.9+21R 5.+13.R.3+10.2R.+.1R.+.7R 7+5.7R 7.1+5R 7.2+.R 7.3+R 1172 215 7 131 01 1322 702 115 35 10 31 100 59 973 55 920 52 92 F 5.9+20.R 7.1+13.3R 7.+9.R.2+7.7R.+.3R.+5.3R 9+.R 9.2+R 9.3+3.R 1021 15 77 5 50 1073 51 95 53 2 501 27 7 7 57 75 1 72 F.+20.2R +.9R 9+9.3R 9.+7.2R 10.1+5.R 10.+.R 10.7+.1R 11+3.R 11.1+3.2R 130 227 1309 210 70 209 2057 30 2029 2010 111 172 0 10 713 110 F 2.+.R 3.+29.R.3+22.2R.+17.7R.+1.R.9+.7R 5+11.1R 5.1+9.R 5.2+.9R 1150 9 105 170 1003 155 971 101 99 155 933 1539 921 1519 0 10 713 110 F 3.5+.2R.5+29.R 5.1+22R 5.+17.R 5.+1.7R 5.+.R 5.9+11R +9.R.1+.R 1007 97 10 3 133 02 1323 777 2 759 52 75 30 735 713 110 F.1+R 5.2+29.2R 5.+21.9R.2+17.5R.5+1.5R.+.5R.+10.9R.9+9.7R 7+.7R 3 1392 719 1 53 107 13 1011 55 9 55 933 551 90 539 9 529 7 F 5+3.7R.+2.9R 7.2+21.5R 7.7+17.2R +1.2R.2+.2R.+10.R.5+9.R.+.5R 75 1392 577 951 5 901 2 795 39 725 1 72 15 39 50 00 0 F.1+3.2R 7.9+2.3R.9+21R 9.5+1.R 10+13.7R 10.3+11.7R 10.+10.2R 10.+9R 11+.1R 5 10 501 27 32 713 391 3 00 3 5 330 5 3 525 309 510 F.9+2.R 9+27.R 10.3+20.R 11.1+1.1R 11.7+13.2R.2+11.1R.+9.R.9+.5R 13.1+7.R 1053 1737 1009 1 9 971 102 91 155 953 1573 53 13 7 107 5 73 F 2.2+70.2R 3.7+.R.+35.1R.9+2.1R 5.2+23.R 5.+20R 5.+17.5R 5.7+15.R 5.+1R 159 22 135 7 1300 77 5 752 1 72 2 73 11 7 107 5 73 F 2.9+70R.5+.R 5.3+3.9R 5.+27.9R.1+23.3R.+19.9R.5+17.R.7+15.5R.+13.9R 775 7 700 1155 1 1090 3 109 19 1021 07 1001 59 9 590 97 5 73 F 3.+9.R 5.3+.R.1+3.R.7+27.R 7+23.1R 7.3+19.R 7.5+17.3R 7.+15.R 7.+13.9R 5 10 559 922 513 7 5 00 79 52 7 2 729 33 715 27 70 F.+9.R.+R 7.+3.R.3+27.R.7+22.R 9+19.5R 9.3+17R 9.5+15.1R 9.+13.R 573 10 9 70 31 711 33 31 350 57 35 5 33 550 3 52 32 53 F 5.+.9R.2+5.R 9.5+33.R 10.3+2.R 10.9+22.2R 11.+19R 11.7+1.5R +1.R.2+13.1R 01 3 37 337 555 307 507 27 7 273 51 23 3 255 20 2 09 F.7+.R 9.+.9R 11+33.2R.1+2.2R.+21.R 13.+.R 13.9+15.9R 1.2+1.1R 1.5+.R Page 3 of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) and Flexibility Factor, F((in./lb)x10 ) NN-32 with # SD HWH Screw and # SD HWH Screw 10 1 1 20 Deck Span (ft) 190 222 17 239 1 235 13 2377 10 2372 157 23 155 235 15 232 153 231 F 2.+.2R 3.1+.1R 3.3+.1R 3.+.R 3.+R 3.5+3.5R 3.5+3R 3.5+2.7R 3.+2.R 133 23 1313 2133 9 210 209 7 207 73 209 9 203 205 205 F 3.+R 3.7+R 3.9+R +.R.1+R.2+3.R.2+3R.2+2.R.3+2.R 15 1975 1170 1901 115 1 1130 35 1119 1111 0 1105 179 1101 179 1097 172 F 3.+11.9R.3+7.9R.5+5.9R.7+.7R.+3.9R.+3.3R.9+2.9R.9+2.R 5+2.3R 1025 15 957 155 921 197 9 10 3 13 71 11 3 102 5 1391 51 132 F.+11.R 5.3+7.R 5.+5.R 5.+.R +3.7R.1+3.1R.2+2.7R.2+2.R.3+2.2R 9 15 75 3 77 57 713 1159 71 1091 91 12 1 1075 3 1037 55 105 F 5.+11.2R.5+7.1R 7+5.2R 7.+R 7.+3.3R 7.+2.R 7.9+2.R.1+2.1R.2+1.R 77 13 51 1059 01 97 570 92 5 91 533 521 7 5 33 505 21 F.3+10.9R 7.+.7R.2+.7R.7+3.R 9+2.R 9.3+2.3R 9.+2R 9.7+1.7R 9.9+1.5R qa qf 1191 193 10 1917 1173 1907 119 1900 117 9 115 93 113 90 1 1092 177 F 3+21.R 3.5+1.2R 3.7+10.7R 3.9+.5R +7.1R.1+.1R.1+5.3R.2+.7R.2+.3R qa qf 107 175 109 1705 103 13 102 170 1022 11 10 15 1015 19 10 15 1010 11 F 3.+21.2R.2+1.1R.+10.R.+.R.7+7R.+R.9+5.3R.9+.7R 5+.2R qa qf 971 1579 935 1519 915 17 903 17 9 153 13 3 13 0 130 77 5 F.1+21.1R.+1R 5.1+10.R 5.3+.3R 5.5+.9R 5.+5.9R 5.7+5.2R 5.7+.R 5.+.1R qa qf 19 1331 75 73 119 7 117 70 11 9 1132 90 11 11 0 1105 F 5+20.R 5.9+13.7R.3+10.2R.+.1R.+.7R 7+5.7R 7.1+5R 7.2+.R 7.2+R qa qf 7 1331 11 993 1005 570 927 53 72 552 97 529 59 510 29 52 51 F.1+20.3R 7.2+13.2R 7.9+9.7R.3+7.R.7+.3R.9+5.3R 9.1+.R 9.2+R 9.3+3.R qa qf 597 970 521 0 70 55 70 3 7 2 92 17 77 10 0 5 F.+19.9R.3+.7R 9.2+9.2R 9.+7.1R 10.3+5.R 10.+.R 10.9+.1R 11.1+3.R 11.3+3.2R qa qf 95 15 10 1 132 7 7 7 75 2 7 0 73 11 717 117 F 2.+3.9R 3.7+29.2R.2+21.9R.5+17.5R.7+1.R.+.5R.9+11R 5+9.7R 5.1+.R qa qf 0 1310 7 1 77 772 5 7 7 7 2 72 3 70 35 717 117 F 3.5+3.7R.5+29.1R 5.1+21.R 5.+17.R 5.+1.5R 5.7+.R 5.9+10.9R 5.9+9.7R +.7R qa qf 730 1 702 111 7 1117 7 1102 72 1092 7 10 107 1 107 59 1070 F.1+3.5R 5.2+2.9R 5.+21.7R.2+17.3R.+1.R.+.3R.7+10.R.+9.R.9+.R qa qf 15 1000 575 93 553 9 539 7 530 1 523 50 5 2 51 35 511 30 F 5.1+3.2R.5+2.R 7.2+21.3R 7.7+17R +1.1R.2+.1R.+10.5R.5+9.R.+.R qa qf 539 1000 59 7 5 755 2 9 03 55 15 7 397 5 33 23 393 39 F.3+2.R.1+2R 9+20.R 9.7+1.5R 10.1+13.R 10.+11.R 10.7+10.1R 10.9+.9R 11+R qa qf 72 391 3 31 5 32 55 329 535 320 520 313 509 30 500 303 93 F 7.2+2.2R 9.3+27.5R 10.5+20.2R 11.+15.9R +13.1R.+11.1R.7+9.R 13+.R 13.2+7.5R qa qf 75 11 73 1199 73 1193 731 19 730 1 729 1 72 77 10 59 7 F 2.2+9.R 3.+.2R.+3.7R.+27.7R 5.1+23.1R 5.3+19.R 5.5+17.3R 5.+15.R 5.7+13.9R qa qf 72 1091 5 107 1053 3 105 39 1039 37 1035 35 1031 33 1029 59 7 F 2.9+9.2R.5+.1R 5.3+3.5R 5.+27.R.1+23R.3+19.7R.5+17.3R.+15.3R.7+13.R qa qf 0 97 55 950 573 930 55 9 559 909 55 903 553 9 550 9 5 7 F 3.+9R 5.3+5.9R.1+3.R.7+27.5R 7+22.9R 7.3+19.R 7.+17.2R 7.+15.2R 7.7+13.7R qa qf 5 33 79 77 0 7 9 730 1 717 3 70 31 701 2 95 25 91 F.7+.R.7+5.5R 7.7+3R.3+27.1R.7+22.R 9+19.3R 9.3+1.9R 9.+15R 9.+13.5R qa qf 9 33 32 21 37 29 357 50 33 55 35 51 331 537 319 5 32 533 F.1+.1R.+.9R 9.+33.R 10.5+2.R 11+22R 11.+.R 11.+1.R +1.5R.2+13R qa qf 373 07 32 529 300 25 3 27 27 33 21 2 25 1 253 10 F 7+7.R 9.7+.3R 11.3+32.R.3+2R 13.1+21.R 13.+.2R 1+15.R 1.+1R 1.7+.5R Page of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) and Flexibility Factor, F((in./lb)x10 ) NN-32 with # SD HWH Screw and Hilti X-EDN19, X-EDNK22 or HSN 2 10 1 1 20 Deck Span (ft) 10 292 1779 292 173 25 1752 2 175 23 170 22 173 221 1733 21 151 222 F 2.+.2R 3.1+.1R 3.3+.1R 3.+.R 3.+R 3.5+3.5R 3.5+3R 3.5+2.7R 3.+2.R 157 2579 1531 2 1500 23 11 207 1 235 15 2370 151 235 15 239 11 231 F 3.3+R 3.7+R 3.9+R +.R.1+R.2+3.R.2+3R.2+2.R.3+2.R 113 229 133 2171 9 210 201 51 2032 3 2011 2 1995 20 193 1 1973 F 3.+11.9R.3+7.R.5+5.9R.7+.7R.+3.9R.+3.3R.9+2.9R.9+2.R 5+2.3R 117 19 107 175 1019 155 9 100 91 152 9 153 931 1513 921 197 913 1 F.+11.R 5.2+7.R 5.+5.R 5.+.R +3.7R.1+3.1R.2+2.7R.2+2.R.3+2.1R 1030 19 5 1390 51 133 77 1 72 117 71 0 70 117 7 1102 9 19 F 5.5+11.2R.+7.1R 7+5.2R 7.3+R 7.+3.3R 7.+2.7R 7.9+2.R +2.1R.1+1.R 105 733 1192 1079 22 1010 593 93 572 930 55 90 5 53 F.2+10.9R 7.+.7R.1+.7R.+3.R 9+2.R 9.3+2.3R 9.5+1.9R 9.7+1.7R 9.+1.5R qa qf 10 2373 135 2332 1 2309 1 2295 107 22 102 2279 1399 2273 13 2157 1092 177 F 3+21.R 3.5+1.2R 3.7+10.7R 3.9+.5R +7.1R.1+.1R.1+5.3R.1+.7R.2+.3R qa qf 79 207 32 2003 07 192 1191 193 11 1919 1173 190 117 9 1 1092 177 F 3.+21.2R.1+1.1R.+10.R.+.R.7+7R.+R.9+5.3R.9+.7R 5+.2R qa qf 1137 1075 17 101 191 1019 15 1005 133 99 115 9 102 90 1592 975 15 F.1+21.1R.+1R 5.1+10.R 5.3+.3R 5.5+.9R 5.+5.9R 5.+5.2R 5.7+.R 5.+.1R qa qf 97 1539 3 103 1330 790 771 53 757 31 77 1 739 00 732 1190 F 5+20.7R 5.+13.R.3+10.1R.+.1R.+.7R 7+5.7R 7.1+5R 7.2+.R 7.2+R qa qf 29 1539 11 1111 23 10 51 9 59 95 5 919 53 3 557 905 F +20.3R 7.2+13.2R 7.+9.7R.3+7.R.+.2R.+5.3R 9+.R 9.2+R 9.3+3.R qa qf 9 1131 590 95 53 7 99 11 7 773 59 7 725 3 709 2 9 F.7+19.9R.2+.7R 9.1+9.2R 9.7+7.1R 10.2+5.R 10.5+.R 10.+.1R 11+3.R 11.2+3.2R qa qf 1107 179 107 17 107 179 1070 173 105 1731 102 1725 1059 1721 5 11 717 117 F 2.+3.9R 3.7+29.2R.2+21.9R.5+17.5R.7+1.R.+.5R.9+11R 5+9.7R 5.1+.R qa qf 9 1573 932 1515 913 13 900 13 92 150 10 1 132 7 11 717 117 F 3.5+3.7R.5+29.1R 5+21.R 5.+17.R 5.+1.5R 5.7+.R 5.+10.9R 5.9+9.7R +.7R qa qf 0 139 1320 7 77 79 50 75 32 750 19 7 09 739 01 717 117 F.1+3.5R 5.2+2.9R 5.+21.R.2+17.3R.+1.R.+.3R.7+10.R.+9.R.9+.R qa qf 71 113 52 1059 17 1003 59 99 51 95 571 92 53 915 557 905 552 9 F 5.1+3.1R.5+2.R 7.2+21.3R 7.7+17R +1.1R.2+.1R.+10.5R.5+9.3R.+.R qa qf 27 113 520 51 3 70 73 3 7 727 2 93 09 5 19 1 F.2+2.R +2R 9+20.R 9.+1.R 10+13.R 10.+11.R 10.+10.1R 10.+.9R 11+R qa qf 527 5 72 03 55 377 359 53 3 52 33 5 329 53 323 52 F 7.1+2.2R 9.2+27.5R 10.+20.2R 11.3+15.9R 11.9+13R.3+11R.7+9.R 13+.R 13.2+7.5R qa qf 92 1505 909 177 900 13 9 153 90 17 57 1372 77 10 59 7 F 2.2+9.R 3.+.2R.+3.7R.+27.7R 5.1+23.1R 5.3+19.R 5.5+17.3R 5.+15.R 5.7+13.9R qa qf 09 1315 779 73 39 752 22 75 11 70 03 73 119 77 10 59 7 F 2.9+9.2R.5+.1R 5.3+3.5R 5.+27.R.1+23R.3+19.7R.5+17.2R.+15.3R.7+13.R qa qf 719 11 7 1102 5 10 2 10 33 1029 2 10 21 1009 17 1002 59 7 F 3.+9R 5.3+5.9R.1+3.R.+27.5R 7+22.9R 7.2+19.R 7.+17.1R 7.+15.2R 7.7+13.7R qa qf 59 972 5 5 515 3 97 0 5 79 7 77 70 73 755 0 7 F.7+.R.+5.5R 7.+3R.3+27.1R.7+22.R 9+19.3R 9.2+1.9R 9.+15R 9.+13.5R qa qf 52 972 3 705 31 700 392 37 35 59 373 07 35 57 31 555 350 5 F +.1R.3+.9R 9.+33.R 10.+2.5R 11+22R 11.+.R 11.7+1.R +1.5R.2+13R qa qf 0 71 372 05 33 57 31 511 299 7 29 9 20 5 27 5 29 37 F.9+7.R 9.+.3R 11.2+32.R.2+25.9R 13+21.R 13.5+.2R 1+15.R 1.3+1R 1.+.5R Page 5 of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) and Flexibility Factor, F((in./lb)x10 ) with # Side Lap Screw and Pneutek K 10 1 1 NN-32 Deck Span (ft) 20 2273 39 2201 3577 213 351 213 375 21 37 2109 32 2100 313 9 2990 151 222 F 2.9+.2R 3.2+.1R 3.3+.1R 3.+.9R 3.5+.1R 3.5+3.5R 3.5+3.1R 3.+2.7R 3.+2.R 1932 3139 21 295 170 20 1723 2799 197 2757 17 2727 1 270 153 2 151 222 F 3.+.1R 3.9+.1R +.1R.1+.R.2+R.2+3.5R.3+3R.3+2.7R.3+2.R 197 2757 1559 253 1 21 10 2339 10 22 135 2251 13 2223 1355 2201 13 2 F.2+R.+R.7+R.+.R.9+R 5+3.R 5+3R 5+2.7R 5.1+2.R 10 22 2 2019 115 75 1100 177 103 1727 103 13 1015 150 1000 97 10 F 5.3+11.R 5.+7.R.1+5.R.2+.R.3+3.9R.+3.3R.+2.9R.5+2.R.5+2.3R 2 22 999 97 1572 9 1 02 1303 1319 7 733 1192 77 1 F.+11.R 7.5+7.R 7.9+5.5R.1+.R.3+3.R.+3.1R.5+2.7R.5+2.R.+2.1R 102 172 52 13 752 22 92 15 53 101 2 101 03 90 5 953 573 931 F.1+10.9R 9+7R 9.+5.1R 9.9+R 10.1+3.3R 10.3+2.R 10.+2.R 10.5+2.1R 10.+1.9R qa qf 1771 27 1719 2793 191 277 173 27 11 299 152 2 15 273 13 2157 1092 177 F 3.1+21.5R 3.+1.3R 3.+10.7R 3.9+.R +7.1R.1+.1R.1+5.R.2+.R.2+.3R qa qf 1510 25 7 2320 133 227 1355 2201 133 2170 1322 21 1311 2130 1303 2117 1092 177 F 3.+21.R.3+1.2R.+10.7R.7+.5R.+7.1R.9+.1R 5+5.3R 5+.7R 5+.3R qa qf 1327 2157 25 1990 119 1900 1135 1111 0 109 177 101 1757 1071 170 103 1727 F.5+21.2R 5.1+1.1R 5.+10.R 5.5+.5R 5.+7.1R 5.7+R 5.+5.3R 5.+.7R 5.9+.2R qa qf 1101 179 97 15 909 177 110 39 13 19 1331 0 130 792 72 71 F 5.+21R.5+13.9R.+10.R 7+.3R 7.2+.9R 7.3+5.9R 7.+5.2R 7.+.R 7.5+.1R qa qf 970 179 7 73 71 37 5 1113 33 102 1 102 07 97 51 93 592 92 F 7.5+20.5R.+13.5R.9+10R 9.2+R 9.+.R 9.5+5.7R 9.7+.9R 9.7+.R 9.+3.9R qa qf 2 135 9 10 592 92 5 7 51 3 9 02 77 775 755 5 73 F.9+20R 10.1+13R 10.+9.R 11.2+7.R 11.5+.3R 11.7+5.3R 11.+.7R +.1R.1+3.7R qa qf 95 210 59 207 0 2015 2 199 20 192 1 1972 10 1791 5 11 717 117 F 2.9+R 3.+29.3R.3+22R.+17.R.+1.R.9+.R 5+11R 5.1+9.R 5.1+.R qa qf 110 00 1051 1707 1020 157 1000 5 97 103 977 15 970 157 5 11 717 117 F 3.+3.9R.7+29.2R 5.2+21.9R 5.5+17.5R 5.7+1.R 5.+.5R 5.9+11R +9.7R.1+.R qa qf 975 155 903 17 10 0 135 23 133 11 13 02 1303 795 92 717 117 F.+3.7R 5.+29.1R.1+21.R.+17.5R.+1.5R.+.5R.9+10.9R 7+9.7R 7+.7R qa qf 09 131 720 1170 72 1093 3 105 23 10 0 99 597 971 59 957 52 9 F +3.R 7.2+2.9R 7.+21.R.2+17.3R.+1.R.+.3R.7+10.R.+9.R.9+.R qa qf 7 131 577 93 53 91 507 2 9 73 7 77 51 73 32 702 1 71 F +2.9R 9.+2.R 10.2+21.2R 10.+1.9R 10.9+1.1R 11.2+R 11.+10.5R 11.5+9.3R 11.+.R qa qf 0 9 93 01 3 711 05 5 33 22 37 59 355 577 3 52 33 550 F 9.+2.3R 11.+27.9R.3+20.7R.9+1.5R 13.3+13.7R 13.+11.7R 13.9+10.2R 1.1+9R 1.2+.1R qa qf 103 172 1035 1020 15 1011 100 132 999 57 1372 77 10 59 7 F 2.3+9.5R 3.7+.3R.5+3.7R.9+27.R 5.2+23.2R 5.+19.9R 5.5+17.R 5.7+15.R 5.7+13.9R qa qf 9 11 107 1 137 25 131 15 132 07 1311 01 1302 77 10 59 7 F 3.2+9.R.7+.2R 5.5+3.7R 5.9+27.7R.2+23.1R.+19.R.+17.3R.7+15.R.+13.9R qa qf 03 1305 75 10 71 110 9 1 1 110 71 1090 107 5 109 59 7 F.1+9.2R 5.7+.1R.+3.R.9+27.7R 7.2+23R 7.+19.7R 7.+17.3R 7.7+15.R 7.+13.R qa qf 102 59 95 55 903 532 515 3 50 19 95 0 793 2 7 F 5.7+.9R 7.+5.R.3+3.3R.+27.5R 9.2+22.9R 9.+19.R 9.+17.1R 9.+15.2R 9.9+13.7R qa qf 5 102 7 773 5 755 19 1 3 31 39 1 37 0 35 51 35 59 F 7.+.3R 9.+5.3R 10.9+33.9R 11.5+27.1R +22.5R.3+19.3R.5+1.R.7+15R.+13.5R qa qf 9 09 07 1 32 5 335 5 317 515 30 9 29 7 27 21 5 F 9.+7.7R +.7R 13.3+33.R 1+2.R 1.+22.1R 15+.9R 15.3+1.5R 15.5+1.R 15.7+13.1R Page of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) and Flexibility Factor, F((in./lb)x10 ) with # Side Lap Screw and Pneutek K 10 1 1 NN-32 Deck Span (ft) 20 22 3 20 3357 203 330 2017 3277 200 325 199 321 197 3229 9 2990 151 222 F 2.9+.2R 3.2+.1R 3.3+.1R 3.+.9R 3.5+.1R 3.5+3.5R 3.5+3.1R 3.+2.7R 3.+2.R 19 295 172 209 179 272 1 27 7 2 1 219 100 200 1591 255 151 222 F 3.+.1R 3.9+.1R +.1R.1+.R.2+R.2+3.5R.3+3R.3+2.7R.3+2.R 103 20 17 217 5 231 13 2253 130 2209 130 217 132 215 131 213 1305 21 F.2+R.+R.7+R.+.R.9+R 5+3.R 5+3R 5+2.7R 5.1+2.R 1329 210 1 1927 1110 03 102 172 1030 17 1007 13 99 107 975 15 9 15 F 5.3+11.R 5.+7.R.1+5.R.2+.R.3+3.9R.+3.3R.+2.9R.5+2.R.5+2.3R 119 210 950 15 92 150 3 131 77 0 7 0 77 1 715 1 730 1 F.+11.R 7.5+7.R 7.9+5.5R.1+.R.3+3.R.+3.1R.5+2.7R.5+2.R.+2.1R 993 11 1320 722 117 9 10 33 102 07 97 5 955 573 931 51 9 F.1+10.9R 9+7R 9.+5.1R 9.9+R 10.1+3.3R 10.3+2.R 10.+2.R 10.5+2.1R 10.+1.9R qa qf 1720 279 173 27 17 277 132 251 1 23 113 221 107 211 13 2157 1092 177 F 3.1+21.5R 3.+1.3R 3.+10.7R 3.9+.R +7.1R.1+.1R.1+5.R.2+.R.2+.3R qa qf 172 2392 139 229 1355 2202 1329 210 13 2132 99 2111 9 2095 2 203 1092 177 F 3.+21.R.3+1.2R.+10.7R.7+.5R.+7.1R.9+.1R 5+5.3R 5+.7R 5+.3R qa qf 9 210 00 1950 119 7 1117 1 1095 1779 1079 1753 107 1733 1057 17 109 1705 F.5+21.2R 5.1+1.1R 5.+10.R 5.5+.5R 5.+7.1R 5.7+R 5.+5.3R 5.+.7R 5.9+.2R qa qf 1075 17 957 1555 9 153 55 139 2 13 09 1315 795 91 73 73 77 5 F 5.+21R.5+13.9R.+10.R 7+.3R 7.2+.9R 7.3+5.9R 7.+5.2R 7.+.R 7.5+.1R qa qf 9 17 77 7 15 7 109 2 101 3 1029 00 97 57 933 5 952 F 7.5+20.5R.+13.5R.9+10R 9.2+R 9.+.R 9.5+5.7R 9.7+.9R 9.7+.R 9.+3.9R qa qf 0 1307 55 105 52 9 53 7 509 27 793 72 77 0 7 50 732 F.9+20R 10.1+13R 10.+9.R 11.2+7.R 11.5+.3R 11.7+5.3R 11.+.7R +.1R.1+3.7R qa qf 75 2072 1 2017 23 19 199 0 195 119 197 10 1791 5 11 717 117 F 2.9+R 3.+29.3R.3+22R.+17.R.+1.R.9+.R 5+11R 5.1+9.R 5.1+.R qa qf 1093 177 103 17 1009 139 990 109 977 15 9 1573 91 152 5 11 717 117 F 3.+3.9R.7+29.2R 5.2+21.9R 5.5+17.5R 5.7+1.R 5.+.5R 5.9+11R +9.7R.1+.R qa qf 93 155 93 152 5 1391 33 1353 17 1327 05 130 79 9 79 3 717 117 F.+3.7R 5.+29.1R.1+21.R.+17.5R.+1.5R.+.5R.9+10.9R 7+9.7R 7+.7R qa qf 799 9 7 115 103 3 1037 19 1005 0 92 59 95 5 951 579 91 F +3.R 7.2+2.9R 7.+21.R.2+17.3R.+1.R.+.3R.7+10.R.+9.R.9+.R qa qf 702 9 571 927 557 90 503 17 757 73 79 9 729 29 9 3 7 F +2.9R 9.+2.R 10.2+21.2R 10.+1.9R 10.9+1.1R 11.2+R 11.+10.5R 11.5+9.3R 11.+.R qa qf 597 970 793 3 705 02 53 30 35 592 353 57 3 559 337 57 F 9.+2.3R 11.+27.9R.3+20.7R.9+1.5R 13.3+13.7R 13.+11.7R 13.9+10.2R 1.1+9R 1.2+.1R qa qf 10 15 99 11 91 1595 973 151 9 1572 9 15 57 1372 77 10 59 7 F 2.3+9.5R 3.7+.3R.5+3.7R.9+27.R 5.2+23.2R 5.+19.9R 5.5+17.R 5.7+15.R 5.7+13.9R qa qf 7 7 3 131 1 132 02 1303 793 7 77 71 9 77 10 59 7 F 3.2+9.R.7+.2R 5.5+3.7R 5.9+27.7R.2+23.1R.+19.R.+17.3R.7+15.R.+13.9R qa qf 775 0 723 1175 95 1130 7 1101 102 57 107 50 1057 5 10 59 7 F.1+9.2R 5.7+.1R.+3.R.9+27.7R 7.2+23R 7.+19.7R 7.+17.3R 7.7+15.R 7.+13.R qa qf 3 105 577 93 52 1 521 50 22 95 0 7 791 0 71 75 772 F 5.7+.9R 7.+5.R.3+3.3R.+27.5R 9.2+22.9R 9.+19.R 9.+17.1R 9.+15.2R 9.9+13.7R qa qf 55 105 2 750 53 737 10 7 31 37 30 3 59 352 573 30 55 F 7.+.3R 9.+5.3R 10.9+33.9R 11.5+27.1R +22.5R.3+19.3R.5+1.R.7+15R.+13.5R qa qf 7 777 395 3 353 57 32 533 311 50 299 290 71 23 0 277 51 F 9.+7.7R +.7R 13.3+33.R 1+2.R 1.+22.1R 15+.9R 15.3+1.5R 15.5+1.R 15.7+13.1R Page 7 of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) and Flexibility Factor, F((in./lb)x10 ) with # Side Lap Screw and Pneutek K3 10 1 1 NN-32 Deck Span (ft) 20 1753 29 172 205 1711 271 1702 27 19 2755 191 27 1 272 15 273 151 222 F 2.9+.2R 3.2+.1R 3.3+.1R 3.+.9R 3.5+.1R 3.5+3.5R 3.5+3.1R 3.+2.7R 3.+2.R 15 2510 193 227 1 231 1 2353 13 233 7 2320 1 2309 11 2300 111 229 F 3.+.1R 3.9+.1R +.1R.1+.R.2+R.2+3.5R.3+3R.3+2.7R.3+2.R 137 2239 1307 25 9 202 5 202 29 1997 17 1977 0 193 01 1951 1195 192 F.2+R.+R.7+R.+.R.9+R 5+3.R 5+3R 5+2.7R 5.1+2.R 119 7 1053 17 1002 970 157 9 150 932 151 920 195 910 179 903 17 F 5.3+11.R 5.+7.R.1+5.R.2+.R.3+3.9R.+3.3R.+2.9R.5+2.R.5+2.3R 100 7 39 13 3 131 75 3 715 111 732 19 9 113 71 1090 11 F.+11.R 7.5+7.R 7.9+5.5R.1+.R.3+3.R.+3.1R.5+2.7R.5+2.R.+2.1R 3 139 7 117 53 101 995 55 950 55 9 550 9 53 75 529 0 F.1+10.9R 9+7R 9.+5.1R 9.9+R 10.1+3.3R 10.3+2.R 10.+2.R 10.5+2.1R 10.+1.9R qa qf 17 201 151 235 137 2335 2320 2 2310 117 2303 11 2297 13 2157 1092 177 F 3.1+21.5R 3.+1.3R 3.+10.7R 3.9+.R +7.1R.1+.1R.1+5.R.2+.R.2+.3R qa qf 92 2099 2021 1979 01 1952 1190 193 1921 117 1910 1171 1903 1092 177 F 3.+21.R.3+1.2R.+10.7R.7+.5R.+7.1R.9+.1R 5+5.3R 5+.7R 5+.3R qa qf 11 103 170 10 1703 102 1 1011 13 1000 5 992 1 95 101 90 1593 F.5+21.2R 5.1+1.1R 5.+10.R 5.5+.5R 5.+7.1R 5.7+R 5.+5.3R 5.+.7R 5.9+.2R qa qf 955 1552 9 113 23 133 795 91 775 0 71 37 750 19 72 0 735 1195 F 5.+21R.5+13.9R.+10.R 7+.3R 7.2+.9R 7.3+5.9R 7.+5.2R 7.+.R 7.5+.1R qa qf 37 1552 93 1 11 2 10 5 9 597 970 5 923 5 559 90 F 7.5+20.5R.+13.5R.9+10R 9.2+R 9.+.R 9.5+5.7R 9.7+.9R 9.7+.R 9.+3.9R qa qf 703 1 595 9 537 73 502 1 7 777 1 79 72 3 7 30 99 F.9+20R 10.1+13R 10.+9.R 11.2+7.R 11.5+.3R 11.7+5.3R 11.+.7R +.1R.1+3.7R qa qf 1179 191 115 75 110 53 1132 39 1 30 12 23 1119 1791 5 11 717 117 F 2.9+R 3.+29.3R.3+22R.+17.R.+1.R.9+.R 5+11R 5.1+9.R 5.1+.R qa qf 1022 11 979 1590 955 1552 90 152 930 1511 923 199 917 190 5 11 717 117 F 3.+3.9R.7+29.2R 5.2+21.9R 5.5+17.5R 5.7+1.R 5.+.5R 5.9+11R +9.7R.1+.R qa qf 90 170 7 1377 17 1327 797 9 7 7 775 59 77 7 72 3 717 117 F.+3.7R 5.+29.1R.1+21.R.+17.5R.+1.5R.+.5R.9+10.9R 7+9.7R 7+.7R qa qf 751 20 7 1101 39 103 1 99 59 971 5 952 577 937 59 925 5 91 F +3.R 7.2+2.9R 7.+21.R.2+17.3R.+1.R.+.3R.7+10.R.+9.R.9+.R qa qf 59 20 51 79 53 7 7 50 731 59 75 3 70 79 27 95 F +2.9R 9.+2.R 10.2+21.2R 10.+1.9R 10.9+1.1R 11.2+R 11.+10.5R 11.5+9.3R 11.+.R qa qf 55 903 5 755 1 77 3 30 3 599 355 57 3 50 33 5 329 535 F 9.+2.3R 11.+27.9R.3+20.7R.9+1.5R 13.3+13.7R 13.+11.7R 13.9+10.2R 1.1+9R 1.2+.1R qa qf 101 150 992 1 979 1591 971 157 9 159 92 152 57 1372 77 10 59 7 F 2.3+9.5R 3.7+.3R.5+3.7R.9+27.R 5.2+23.2R 5.+19.9R 5.5+17.R 5.7+15.R 5.7+13.9R qa qf 7 3 1359 1 1323 01 1301 792 75 75 70 7 77 10 59 7 F 3.2+9.R.7+.2R 5.5+3.7R 5.9+27.7R.2+23.1R.+19.R.+17.3R.7+15.R.+13.9R qa qf 77 57 722 1173 9 1 77 1100 5 100 5 10 50 1055 107 59 7 F.1+9.2R 5.7+.1R.+3.R.9+27.7R 7.2+23R 7.+19.7R 7.+17.3R 7.7+15.R 7.+13.R qa qf 2 103 577 937 52 0 520 5 505 21 9 03 790 0 70 75 772 F 5.7+.9R 7.+5.R.3+3.3R.+27.5R 9.2+22.9R 9.+19.R 9.+17.1R 9.+15.2R 9.9+13.7R qa qf 5 103 1 79 53 73 10 30 37 29 37 597 352 572 30 55 F 7.+.3R 9.+5.3R 10.9+33.9R 11.5+27.1R +22.5R.3+19.3R.5+1.R.7+15R.+13.5R qa qf 77 775 395 2 353 573 32 532 311 505 299 290 71 23 59 277 50 F 9.+7.7R +.7R 13.3+33.R 1+2.R 1.+22.1R 15+.9R 15.3+1.5R 15.5+1.R 15.7+13.1R Page of 5

Gage 1 20 22 32/5 Seam Spacing (in) 2 2 2 2 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) and Flexibility Factor, F((in./lb)x10 ) NN-32 with # Side Lap Screw and Pneutek SDK1 10 1 1 20 Deck Span (ft) 1797 2921 17 272 1751 2 171 229 173 2 1729 210 1725 20 1722 2799 151 222 F 2.9+.2R 3.2+.1R 3.3+.1R 3.+.9R 3.5+.1R 3.5+3.5R 3.5+3.1R 3.+2.7R 3.+2.R 157 25 1523 27 193 225 17 2395 11 237 152 2359 1 237 139 233 13 2331 F 3.+.1R 3.9+.1R +.1R.1+.R.2+R.2+3.5R.3+3R.3+2.7R.3+2.R 105 223 1330 211 9 209 3 2053 202 33 200 23 19 1 197 10 19 F.2+R.+R.7+R.+.R.9+R 5+3.R 5+3R 5+2.7R 5.1+2.R 1170 1902 109 173 1015 19 91 159 95 1557 91 1530 929 1509 919 193 911 10 F 5.3+11.R 5.+7.R.1+5.R.2+.R.3+3.9R.+3.3R.+2.9R.5+2.R.5+2.3R 1025 1902 52 13 137 773 57 722 1173 739 00 70 11 7 1099 93 1 F.+11.R 7.5+7.R 7.9+5.5R.1+.R.3+3.R.+3.1R.5+2.7R.5+2.R.+2.1R 0 1397 730 1 2 1075 20 1007 591 90 571 927 555 902 53 2 533 F.1+10.9R 9+7R 9.+5.1R 9.9+R 10.1+3.3R 10.3+2.R 10.+2.R 10.5+2.1R 10.+1.9R qa qf 15 231 139 2339 5 231 117 2302 111 2293 10 225 103 220 13 2157 1092 177 F 3.1+21.5R 3.+1.3R 3.+10.7R 3.9+.R +7.1R.1+.1R.1+5.R.2+.R.2+.3R qa qf 3 20 3 200 10 197 119 191 13 1923 1175 1910 119 1900 115 92 1092 177 F 3.+21.R.3+1.2R.+10.7R.7+.5R.+7.1R.9+.1R 5+5.3R 5+.7R 5+.3R qa qf 110 53 1077 1750 103 19 1021 159 1007 13 99 1 9 105 91 1595 97 15 F.5+21.2R 5.1+1.1R 5.+10.R 5.5+.5R 5.+7.1R 5.7+R 5.+5.3R 5.+.7R 5.9+.2R qa qf 99 152 5 105 20 1332 792 772 55 75 32 7 15 70 02 733 1191 F 5.+21R.5+13.9R.+10.R 7+.3R 7.2+.9R 7.3+5.9R 7.+5.2R 7.+.R 7.5+.1R qa qf 31 152 9 10 5 1113 2 101 52 95 595 97 5 920 5 557 90 F 7.5+20.5R.+13.5R.9+10R 9.2+R 9.+.R 9.5+5.7R 9.7+.9R 9.7+.R 9.+3.9R qa qf 9 113 591 91 535 9 500 13 77 77 0 77 7 72 37 710 29 97 F.9+20R 10.1+13R 10.+9.R 11.2+7.R 11.5+.3R 11.7+5.3R 11.+.7R +.1R.1+3.7R qa qf 11 22 1100 17 109 1770 102 1759 1077 1751 107 175 1071 171 5 11 717 117 F 2.9+R 3.+29.3R.3+22R.+17.R.+1.R.9+.R 5+11R 5.1+9.R 5.1+.R qa qf 979 1591 92 1530 921 197 909 17 900 9 152 9 1 5 11 717 117 F 3.+3.9R.7+29.2R 5.2+21.9R 5.5+17.5R 5.7+1.R 5.+.5R 5.9+11R +9.7R.1+.R qa qf 9 1 19 1331 792 7 775 0 7 1 755 27 79 17 7 09 717 117 F.+3.7R 5.+29.1R.1+21.R.+17.5R.+1.5R.+.5R.9+10.9R 7+9.7R 7+.7R qa qf 723 1175 57 10 22 1010 00 975 55 950 57 933 5 919 559 909 55 900 F +3.R 7.2+2.9R 7.+21.R.2+17.3R.+1.R.+.3R.7+10.R.+9.R.9+.R qa qf 33 1175 52 51 519 73 7 0 715 50 731 2 9 11 21 F +2.9R 9.+2.R 10.2+21.2R 10.+1.9R 10.9+1.1R 11.2+R 11.+10.5R 11.5+9.3R 11.+.R qa qf 533 5 50 731 0 0 379 1 31 5 3 55 33 59 330 53 32 52 F 9.+2.3R 11.+27.9R.3+20.7R.9+1.5R 13.3+13.7R 13.+11.7R 13.9+10.2R 1.1+9R 1.2+.1R qa qf 93 1532 925 1502 915 17 909 177 905 170 902 15 57 1372 77 10 59 7 F 2.3+9.5R 3.7+.3R.5+3.7R.9+27.R 5.2+23.2R 5.+19.9R 5.5+17.R 5.7+15.R 5.7+13.9R qa qf 22 1335 790 3 772 55 72 3 75 25 79 17 75 10 77 10 59 7 F 3.2+9.R.7+.2R 5.5+3.7R 5.9+27.7R.2+23.1R.+19.R.+17.3R.7+15.R.+13.9R qa qf 729 15 7 111 3 107 9 1055 39 1039 32 1027 2 10 22 1011 59 7 F.1+9.2R 5.7+.1R.+3.R.9+27.7R 7.2+23R 7.+19.7R 7.+17.3R 7.7+15.R 7.+13.R qa qf 0 95 550 9 520 502 15 9 795 0 70 73 7 7 759 3 752 F 5.7+.9R 7.+5.R.3+3.3R.+27.5R 9.2+22.9R 9.+19.R 9.+17.1R 9.+15.2R 9.9+13.7R qa qf 531 95 39 713 35 70 395 2 3 59 37 11 35 51 33 55 352 571 F 7.+.3R 9.+5.3R 10.9+33.9R 11.5+27.1R +22.5R.3+19.3R.5+1.R.7+15R.+13.5R qa qf 7 72 377 30 552 317 515 302 90 291 72 22 59 27 271 0 F 9.+7.7R +.7R 13.3+33.R 1+2.R 1.+22.1R 15+.9R 15.3+1.5R 15.5+1.R 15.7+13.1R Page 9 of 5

Gage 1 20 22 32/5 Table 17: NN-32 Shear and Flexibility (continued) Allowable Shear, (plf), Factored Shear, (plf) NN-32 Deck Span and Flexibility Factor, F((in./lb)x10 ) with # SD HWH Screw and Hilti X-ENP19 (ft) 10 1 1 20 1909 3103 72 302 51 3009 39 29 30 297 2 293 19 2955 15 299 151 222 Seam Spacing (in) 2 2 2 2 F 2.7+.1R 3+R 3.2+R 2700 1595 2592 1559 253 1537 297 1521 272 1510 253 1501 239 19 22 19 220 F 3.1+R 3.+7.9R 3.3+.R 3.+R 3.+3.R 3.5+3R 3.5+2.7R 3.5+2.R 3.+5.9R 3.9+.7R +3.9R.1+3.3R.1+2.9R.2+2.R.2+2.3R 173 239 135 2251 1337 2173 1307 25 7 2091 72 207 1 209 52 2035 5 2023 F 3.5+11.R +7.R.3+5.R.5+.R.+3.R.7+3.2R.+2.R.+2.5R.9+2.2R 2 199 1109 03 10 1703 1009 10 93 159 95 157 950 15 939 152 930 1511 F +11.R.7+7.5R 5.2+5.5R 5.+.3R 5.+3.5R 5.+3R 5.9+2.R +2.3R.1+2R 1073 199 5 13 75 2 795 92 70 03 75 2 719 11 90 11 70 117 F.+11.3R 5.+7.1R.2+5.1R.+3.9R.9+3.1R 7.2+2.5R 7.+2.1R 7.5+1.R 7.7+1.R 90 1 70 3 11 3 1037 07 97 55 950 57 922 55 900 53 3 F 5+11.1R.2+.R 7+.7R 7.5+3.5R +2.7R.+2.1R.+1.7R.9+1.R 9.1+1.2R qa qf 150 2502 1509 252 192 225 207 17 239 19 237 15 231 13 2157 1092 177 F 2.+21.3R 3.+1.2R 3.7+10.R 3.+.5R 3.9+7.1R +.1R.1+5.3R.1+.7R.2+.2R qa qf 133 2175 20 5 203 3 200 23 197 1 1972 07 191 01 1952 1092 177 F 3.3+21.2R +1R.3+10.5R.5+.R.+7R.7+R.+5.2R.9+.R.9+.2R qa qf 1 1927 111 10 1075 17 1050 1707 103 10 1022 10 10 15 1005 133 999 F 3.7+21R.5+13.9R.9+10.3R 5.1+.2R 5.3+.R 5.+5.R 5.5+5.1R 5.+.5R 5.+.1R qa qf 95 101 92 19 2 137 10 1317 79 2 77 57 72 3 753 2 7 F.3+20.7R 5.3+13.R 5.+10R.2+7.9R.+.5R.+5.5R.+.R.9+.2R 7+3.R qa qf 101 711 115 703 1 3 1037 59 95 0 95 57 937 553 9 5 919 F 5+20.R.2+13.1R 7+9.5R 7.5+7.R 7.9+R.2+5.1R.+.3R.+3.R.+3.R qa qf 72 13 99 59 93 5 32 7 791 9 72 55 70 722 3 70 F 5.+20.2R.9+.R 7.9+9.1R.+7R 9.1+5.R 9.5+.R 9.+3.9R 10.1+3.3R 10.+2.9R qa qf 117 9 113 57 1130 3 11 22 111 13 11 07 1109 1791 5 11 717 117 F 2.+3.R 3.+29.2R.1+21.9R.+17.5R.+1.R.+.5R.9+10.9R 5+9.7R 5.1+.7R qa qf 1013 1 971 1577 9 150 93 1517 92 1501 917 190 911 11 5 11 717 117 F 3.2+3.R.3+29R.9+21.7R 5.2+17.3R 5.5+1.R 5.+.R 5.7+10.R 5.+9.R 5.9+.R qa qf 97 157 1 137 11 1319 793 70 7 771 52 7 1 75 32 717 117 F 3.7+3.R.9+2.R 5.5+21.5R 5.9+17.2R.2+1.3R.+.2R.5+10.7R.7+9.5R.+.5R qa qf 75 10 73 109 35 1032 11 993 595 97 53 9 57 933 57 922 52 913 F.+3.1R 5.+2.R.+21.2R 7.2+1.R 7.5+13.9R 7.+11.9R +10.R.2+9.2R.3+.2R qa qf 53 10 537 73 530 2 1 72 72 57 72 3 70 1 77 2 92 F 5.1+2.7R.9+2R +20.R.7+1.3R 9.2+13.R 9.+11.3R 9.9+9.R 10.2+.R 10.+7.7R qa qf 551 95 2 750 1 73 3 27 37 59 353 57 33 557 335 5 32 533 F 5.+2.5R 7.7+27.R 9+20.1R 9.9+15.7R 10.+.R 11.1+10.R 11.+9.3R 11.9+.1R.2+7.2R qa qf 97 15 95 1553 95 1535 93 152 933 151 929 1510 57 1372 77 10 59 7 F 2+9.3R 3.5+.2R.3+3.R.7+27.7R 5+23.1R 5.3+19.R 5.+17.3R 5.+15.R 5.7+13.R qa qf 7 137 11 13 792 7 70 7 772 5 7 71 37 77 10 59 7 F 2.+9.1R.2+R 5.1+3.R 5.+27.5R 5.9+22.9R.2+19.R.+17.2R.5+15.3R.+13.7R qa qf 750 703 1 7 1101 2 107 51 105 3 105 37 103 33 102 59 7 F 3.1+.9R.9+5.R 5.+3.2R.+27.3R.+22.7R 7+19.5R 7.2+17R 7.+15.1R 7.5+13.R qa qf 22 1011 52 91 530 1 510 29 9 07 7 791 79 779 73 79 71 F 3.9+.R 5.9+5.R 7+33.R 7.7+2.9R.2+22.R.+19.1R.+1.7R 9.1+1.R 9.2+13.3R qa qf 5 1011 9 729 3 720 02 53 37 07 31 19 32 59 37 5 355 577 F.7+.2R 7.1+.9R.5+33.3R 9.+2.3R 10.1+21.R 10.+.5R 10.9+1.1R 11.3+1.2R 11.5+.7R qa qf 1 7 3 2 3 52 322 523 30 97 295 79 2 5 279 5 27 5 F 5.2+7.9R 7.9+.R 9.+32.7R 10.7+25.R 11.+21.2R.2+17.9R.7+15.5R 13.2+13.R 13.5+.1R Page 90 of 5

Figure : DGB-3AW Perforation Locations Figure 19: Perforation Pattern Table : DGB-3AW Panel Properties Gross Section Properties Weight Base Metal Thickness Yield Strength Tensile Strength 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 in 2 /ft in /ft in in 3 /ft in 22 1.3 0.0299 3 52 0.501 0.199 0.9 0.20 0.30 20 1.9 0.0359 3 52 0.59 0.23 0.9 0.2 0.7 2.5 0.07 3 52 0.753 0.311 0.9 0.32 0.3 1 3.19 0.059 3 52 0.93 0.30 0.9 0.39 0.3 Area Effective Section Modulus for Bending at Fy Section Modulus Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment Moment of of Inertia Id Inertia = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 22 0.359 0.0 0.7 0.17 1.03 0. 0.17 0.17 0.3 20 0.7 0.225 0.1 0.227 1.00 0.205 0.23 0.21 0.23 0.59 0.311 0.93 0.315 0.97 0.29 0.295 0.302 0.300 1 0.0 0.3 0.9 0.39 1.01 0.30 0.30 0.30 0.30 Page 91 of 5

22 20 Span Table 19: DGB-3AW Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 171 7 3 27 19 1 11 7 Φ fb 271 0 3 30 22 17 13 11 L/30 119 35 15 3 2 1 1 L/20-53 22 11 7 3 2 1 L/0-71 30 15 9 3 2 L/0 - - - 23 13 3 fb / Ω 19 75 2 27 19 1 11 7 Φ fb 2 119 7 3 30 22 17 13 11 L/30 - - 3 11 7 3 2 L/20 - - - - 1 10 7 5 3 L/0 - - - - - 13 9 5 fb / Ω 211 9 53 3 23 17 13 10 Φ fb 335 19 5 37 27 21 17 13 L/30-7 33 17 10 3 2 L/20 - - 9 25 15 9 3 L/0 - - - 3 19 L/0 - - - - - - 9 fb / Ω 21 95 53 3 2 17 13 11 9 Φ fb 339 151 5 5 3 2 21 17 1 L/30 1 9 5 3 2 2 1 L/20-2 1 5 3 2 2 L/0-37 19 11 7 5 3 2 L/0 - - - 2 1 10 7 5 fb / Ω 21 9 5 3 2 13 11 9 Φ fb 32 152 5 55 3 2 21 17 1 L/30 - - 23 13 3 L/20 - - - 3 20 L/0 - - - - - 17 11 L/0 - - - - - - - - 9 fb / Ω 29 0 7 3 30 22 17 13 11 Φ fb 27 190 107 7 35 27 21 17 L/30-97 1 21 5 3 L/20 - - 1 31 11 5 L/0 - - - 2 2 15 10 7 5 L/0 - - - - - - 15 11 Page 92 of 5

1 Span Table 19: DGB-3AW Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 295 131 7 7 33 2 15 Φ fb 20 117 75 52 3 29 23 19 L/30 20 1 2 13 5 3 2 2 L/20-92 39 20 11 7 5 3 2 L/0-2 52 2 15 10 5 3 L/0 - - - 0 23 1 10 7 5 fb / Ω 299 133 75 33 2 19 15 Φ fb 7 211 1 7 53 39 30 23 19 L/30 - - 2 32 5 L/20 - - - 2 17 L/0 - - - - - 23 1 11 L/0 - - - - - - - - fb / Ω 373 1 93 0 1 30 23 15 Φ fb 592 23 1 95 37 29 2 L/30-135 57 29 17 11 7 5 L/20 - - 5 25 1 11 7 5 L/0 - - - 5 3 21 1 10 7 L/0 - - - - - - 21 15 11 fb / Ω 39 155 7 5 39 2 22 17 1 Φ fb 553 2 13 9 1 5 35 27 22 L/30 20 77 32 17 10 3 2 L/20-115 9 25 1 9 3 L/0-15 5 33 19 L/0 - - - 50 29 9 fb / Ω 350 15 5 39 29 22 17 1 Φ fb 555 27 139 9 2 5 35 27 22 L/30 - - 7 0 23 15 10 7 5 L/20 - - - - 35 22 15 10 L/0 - - - - - - 20 1 10 fb / Ω 3 195 109 70 9 3 27 22 Φ fb 9 309 17 111 77 57 3 3 2 L/30-170 72 37 21 13 9 5 L/20 - - 107 55 32 20 13 9 7 L/0 - - - - 2 27 13 9 L/0 - - - - - - 27 19 1 Page 93 of 5

Figure 20: DGB-3AT Perforation Locations Figure 21: Perforation Pattern Table 21: DGB-3AT Panel Properties Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 22 1.51 0.0299 3 52 0.2 0.177 0.92 0.192 0. 20 1.0 0.0359 3 52 0.553 0.2 0.92 0.230 0.20 2.37 0.07 3 52 0.731 0.277 0.93 0.29 0.15 1 2.9 0.059 3 52 0.909 0.33 0.93 0.3 0.10 Area Effective Section Modulus for Bending at Fy Section Modulus Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment Moment of of Inertia Id Inertia = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 22 0.32 0.0 0.71 0.139 0.9 0.13 0.17 0.19 0.175 20 0.502 0.1 0.7 0. 0.7 0.17 0.209 0. 0.210 0.93 0.227 0.5 0.25 0.9 0.23 0.27 0.27 0.27 1 0.900 0.22 0.90 0.309 0.71 0.337 0.337 0.33 0.33 Page 9 of 5

22 20 Span Table 22: DGB-3AT Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 11 51 29 13 9 7 5 Φ fb 1 0 5 29 20 15 11 9 7 L/30 102 30 13 7 2 2 1 1 L/20-5 19 10 2 2 1 L/0 - - 25 13 5 3 2 2 L/0 - - - - 11 7 5 3 2 fb / Ω 131 5 33 21 15 11 5 Φ fb 20 93 52 33 23 17 13 10 L/30 - - 31 1 9 3 2 L/20 - - - - 1 9 3 L/0 - - - - - - 5 fb / Ω 1 73 1 2 13 10 7 Φ fb 20 11 5 2 29 21 1 13 10 L/30-7 2 1 5 2 2 L/20 - - - 22 5 3 L/0 - - - - 17 10 7 5 L/0 - - - - - - - 7 5 fb / Ω 155 9 39 25 17 13 10 Φ fb 2 109 2 39 27 20 15 10 L/30 3 1 5 3 2 1 1 L/20-57 2 7 3 2 2 L/0 - - 32 1 10 3 2 L/0 - - - 25 1 9 3 fb / Ω 17 7 2 20 1 11 9 7 Φ fb 279 70 5 31 23 17 1 11 L/30 - - 39 20 11 7 5 3 2 L/20 - - - - 17 11 7 5 L/0 - - - - - - 10 7 5 fb / Ω 220 9 55 35 2 1 11 9 Φ fb 39 155 7 5 39 2 22 17 1 L/30-35 10 7 3 2 L/20 - - 53 27 1 10 7 5 3 L/0 - - - - 21 13 9 5 L/0 - - - - - - 13 9 7 Page 95 of 5

1 Span Table 22: DGB-3AT Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 215 9 5 3 2 13 11 9 Φ fb 31 152 5 55 3 2 21 17 1 L/30 2 5 23 7 3 2 1 L/20-1 3 10 3 2 L/0 - - 23 1 9 3 L/0 - - - - 20 13 9 fb / Ω 232 103 5 37 2 19 1 11 9 Φ fb 3 1 92 59 1 30 23 15 L/30 - - 55 2 1 10 7 5 L/20 - - - - 2 15 10 7 5 L/0 - - - - - - 1 10 7 fb / Ω 290 9 72 32 2 1 Φ fb 0 20 115 7 51 3 29 23 L/30-119 50 2 15 9 3 L/20 - - - 39 22 1 9 7 5 L/0 - - - - 30 19 13 9 L/0 - - - - - - - 13 10 fb / Ω 27 119 7 3 30 22 17 13 11 Φ fb 2 10 7 35 2 21 17 L/30 231 29 15 9 5 3 2 L/20-102 3 22 13 5 3 L/0 - - 5 30 17 11 7 5 L/0 - - - - 2 1 11 fb / Ω 293 130 73 7 33 2 1 Φ fb 5 207 11 7 52 3 29 23 19 L/30 - - 9 3 21 13 9 L/20 - - - - 31 19 13 9 7 L/0 - - - - - - 17 9 fb / Ω 3 13 92 59 1 30 23 15 Φ fb 51 25 15 93 5 7 3 29 23 L/30-151 33 19 L/20 - - - 9 2 L/0 - - - - 3 2 1 11 L/0 - - - - - - - 17 Page 9 of 5

Figure 22: DGBF-3A Pan Perforation Locations Figure 23: DGBF-3A Perforation Pattern Weight Base Metal Thickness Table 23: DGBF-3A Panel Properties Yield Strength Tensile Strength Area Moment of Inertia Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 20/20 3.19.0359/.03 0 55 0.93 0. 0. 0.55 0.5 20/ 3.5.0359/.07 0 55 1.0 0.9 0.59 0.7 0.51 20/1 3.9.0359/.059 0 55 1.13 0.520 0.5 0.71 0.3 /20 3..07/.03 0 55 1.9 0.57 0.70 0.59 0.77 /.21.07/.07 0 55 1.237 0.595 0.5 0.02 0.70 /1.1.07/.059 0 55 1.355 0.1 0.1 0.13 0.59 1/20.50.059/.03 0 55 1.321 0.1 0.75 0.702 0.2 1/..059/.07 0 55 1.29 0.99 0.71 0.72 0.79 1/1 5.2.059/.059 0 55 1.57 0.753 0.7 0.751 0.7 Area Effective Section Modulus for Bending Section Modulus at Fy Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Moment of Inertia Effective Moment of Inertia for Deflection at Service Load Moment of Inertia Uniform Load Only Id = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 20/20 0. 0.309 0. 0.7 0.3 0.32 0.37 0.390 0.00 20/ 0.715 0.333 0. 0.95 0.9 0.391 0.1 0.2 0.57 20/1 0.2 0.33 0.0 0.503 0.2 0.13 0.99 0.9 0.50 /20 0.1 0.77 0.5 0.07 0.79 0.9 0.73 0.511 0.97 / 0.93 0.91 0.5 0.30 0.7 0.535 0.535 0.555 0.555 /1 1.050 0.503 0.50 0.53 0.9 0.57 0.0 0.59 0.19 1/20 1.01 0.2 0. 0.703 0.2 0.21 0.57 0.2 0.592 1/ 1.15 0.1 0.2 0.7 0.7 0.75 0.32 0.3 0.5 Page 97 of 5

20/20 20/ Table 2: DGBF-3A Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Span Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 309 137 77 9 3 25 19 15 Φ fb 90 2 2 7 5 0 31 2 20 L/30 2 79 33 17 10 3 2 L/20-1 50 2 15 9 3 L/0 - - 7 3 20 L/0 - - - - 30 19 9 fb / Ω 19 1 71 50 3 2 22 Φ fb 70 315 177 113 79 5 35 2 L/30-177 75 3 22 1 9 7 5 L/20 - - - 57 33 21 1 10 7 L/0 - - - - 2 19 13 10 L/0 - - - - - - - 20 1 fb / Ω 2 21 1 77 5 39 30 2 19 Φ fb 75 30 191 2 5 2 3 31 L/30-35 20 13 9 L/20 - - 103 53 30 19 13 9 7 L/0 - - - 70 1 2 17 9 L/0 - - - - - 3 2 13 fb / Ω 332 1 3 53 37 27 21 1 13 Φ fb 527 23 132 59 3 33 2 21 L/30 29 3 19 11 7 5 3 2 L/20-9 5 2 1 10 7 5 3 L/0 - - 72 37 21 13 9 5 L/0 - - - - 32 20 1 10 7 fb / Ω 9 220 3 79 55 0 31 2 20 Φ fb 7 3 19 5 7 9 39 31 L/30 - - 9 2 L/20 - - - 72 2 2 9 L/0 - - - - - 35 23 17 L/0 - - - - - - - - fb / Ω 519 231 130 3 5 2 32 2 21 Φ fb 23 3 20 132 91 7 51 1 33 L/30-20 2 1 11 L/20 - - 9 3 2 1 11 L/0 - - - - 51 32 22 15 11 L/0 - - - - - - 32 23 17 Page 9 of 5

20/1 /20 Span Table 2: DGBF-3A Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 337 150 5 37 2 21 17 13 Φ fb 535 23 13 59 33 2 21 L/30 307 91 3 20 11 7 5 3 2 L/20-13 57 29 17 11 7 5 L/0 - - 77 39 23 1 10 7 5 L/0 - - - - 3 21 1 10 7 fb / Ω 502 223 0 5 1 31 25 20 Φ fb 797 35 199 9 5 50 39 32 L/30 - - 10 53 31 19 13 9 7 L/20 - - - 0 29 19 1 10 L/0 - - - - - 39 2 13 L/0 - - - - - - - - 20 fb / Ω 527 23 132 59 3 33 2 21 Φ fb 3 372 209 13 93 52 1 33 L/30-22 95 9 2 L/20 - - - 73 2 27 13 9 L/0 - - - - 5 3 2 17 L/0 - - - - - - - 25 fb / Ω 7 211 119 7 53 39 30 23 19 Φ fb 755 335 9 1 2 7 37 30 L/30 39 103 22 13 5 3 L/20-155 5 3 19 L/0-207 7 5 2 1 11 L/0 - - - 7 39 2 1 11 fb / Ω 0 29 152 97 7 9 3 30 2 Φ fb 92 27 20 15 107 7 0 7 3 L/30-22 102 52 30 19 13 9 7 L/20 - - - 79 5 29 19 13 10 L/0 - - - - 1 3 2 13 L/0 - - - - - - - 27 20 fb / Ω 73 330 119 3 1 37 30 Φ fb 1179 52 295 9 131 9 7 5 7 L/30-222 9 2 17 L/20 - - 11 72 2 2 9 L/0 - - - 9 5 35 23 1 L/0 - - - - - 52 35 25 Page 99 of 5

/ /1 Span Table 2: DGBF-3A Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 90 2 2 7 5 0 31 2 20 Φ fb 777 35 19 3 9 3 31 L/30 379 1 7 2 1 9 3 L/20-19 71 3 21 13 9 5 L/0 - - 95 9 2 L/0 - - - 73 2 27 9 fb / Ω 29 279 157 101 70 51 39 31 25 Φ fb 99 3 29 10 111 1 2 9 0 L/30-271 11 5 3 21 1 10 7 L/20 - - - 51 32 21 15 11 L/0 - - - - 3 29 20 15 L/0 - - - - - - - 30 22 fb / Ω 75 30 191 2 5 2 3 31 Φ fb 1 539 303 19 135 99 7 0 9 L/30-2 105 5 31 20 13 9 7 L/20 - - 157 0 29 20 1 10 L/0 - - - 107 2 39 2 13 L/0 - - - - - 59 39 2 20 fb / Ω 502 223 5 0 5 1 31 25 20 Φ fb 79 35 199 7 5 50 39 32 L/30 07 1 51 2 15 9 3 L/20-1 7 39 23 1 10 7 5 L/0 - - 102 52 30 19 13 9 7 L/0 - - - 7 5 2 19 13 10 fb / Ω 51 290 13 10 72 53 1 32 2 Φ fb 103 59 25 15 115 5 51 1 L/30 - - 7 5 3 2 1 11 L/20 - - - 9 57 3 2 17 L/0 - - - - - 32 22 1 L/0 - - - - - - - - 2 fb / Ω 7 3 19 5 7 9 39 31 Φ fb 553 311 199 13 102 7 1 50 L/30-27 117 0 35 22 15 10 7 L/20 - - 175 90 52 33 22 15 11 L/0 - - - 119 9 29 20 15 L/0 - - - - - - 31 22 Page 100 of 5

1/20 1/ Span Table 2: DGBF-3A Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 0 25 10 102 71 52 0 32 2 Φ fb 101 52 25 13 113 3 3 50 1 L/30 29 7 5 27 1 10 7 5 3 L/20-190 0 1 2 15 10 7 5 L/0-25 107 55 32 20 13 9 7 L/0 - - - 2 30 20 1 10 fb / Ω 701 3 175 1 7 57 35 2 Φ fb 1113 9 27 17 91 70 55 5 L/30-29 2 2 3 23 15 11 L/20 - - - 93 5 3 23 1 L/0 - - - - 72 5 30 21 1 L/0 - - - - - - - 32 23 fb / Ω 77 390 219 10 97 72 55 3 35 Φ fb 1391 3 223 155 11 7 9 5 L/30-2 1 57 33 21 1 10 7 L/20 - - 17 50 31 21 15 11 L/0 - - - 11 2 2 20 1 L/0 - - - - - 2 2 29 21 fb / Ω 0 293 15 10 73 5 1 33 2 Φ fb 107 5 22 17 11 5 5 52 2 L/30 7 13 5 30 17 11 7 5 L/20-207 7 5 2 1 11 L/0-27 117 0 35 22 15 10 7 L/0 - - - 90 52 33 22 15 11 fb / Ω 75 30 191 2 5 2 3 31 Φ fb 13 539 303 19 135 99 7 0 9 L/30-319 135 9 0 25 17 9 L/20 - - - 103 0 3 25 13 L/0 - - - - 0 50 3 2 17 L/0 - - - - - - - 35 2 fb / Ω 95 25 239 153 10 7 0 7 3 Φ fb 1517 7 379 23 19 95 75 1 L/30-292 3 3 37 23 15 11 L/20 - - 5 95 55 3 23 1 L/0 - - - 73 31 22 1 L/0 - - - - - 9 32 2 Page 101 of 5

1/1 Span Table 2: DGBF-3A Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 77 301 19 10 75 55 2 33 27 Φ fb 107 77 2 172 119 7 53 3 L/30 503 19 3 32 19 L/20-223 9 2 L/0-29 37 23 1 11 L/0 - - - 97 5 35 2 17 fb / Ω 795 353 199 7 5 50 39 32 Φ fb 1 50 315 202 10 103 79 2 50 L/30 - - 19 7 2 19 13 10 L/20 - - - 115 2 2 20 1 L/0 - - - - - 5 37 2 19 L/0 - - - - - - - - 29 fb / Ω 993 2 2 159 110 1 2 9 0 Φ fb 157 701 39 252 175 9 99 7 3 L/30-32 137 70 1 2 17 9 L/20 - - 205 105 1 3 2 13 L/0 - - - 10 1 51 3 2 17 L/0 - - - - - 77 51 3 2 Page 102 of 5

Figure 2: DGN-32AW Perforation Locations Figure 25: DGN-32AW Perforation Pattern Table 25: DGN-32AW Panel Properties Gross Section Properties Weight Base Metal Thickness Yield Strength Tensile Strength 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 in 2 /ft in /ft in in 3 /ft in 22 1. 0.0299 3 52 0.9 0.00 1.71 0.9 1.195 20 1.99 0.0359 3 52 0.55 0.951 1.71 0.533 1.193 2. 0.07 3 52 0.775 1.253 1.72 0.9 1.9 1 3.2 0.059 3 52 0.93 1.57 1.72 0.5 1.5 Area Effective Section Modulus for Bending at Fy Section Modulus Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment of Inertia Moment of Inertia Id = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 22 0.27 0.315 1.35 0.392 1.71 0.5 0.70 0.703 0.70 20 0.3 0.07 1.39 0.7 1.71 0.793 0.913 0. 0.92 0.593 0.10 1.7 0.57 1.75 1.19 1.253 1.21 1.253 1 0.5 0.22 1.5 0.57 1.73 1.529 1.57 1.535 1.57 Page 103 of 5

22 20 Span Table 2: DGN-32AW Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 251 7 52 37 2 22 17 1 Φ fb 399 20 3 2 59 35 2 23 L/30 2 90 2 23 1 9 3 L/20 - - 3 35 21 1 9 7 5 L/0 - - - 2 13 9 7 L/0 - - - - - 27 19 13 10 fb / Ω 313 10 97 5 35 27 22 Φ fb 97 253 153 103 73 55 3 3 2 L/30 - - - 0 3 2 1 9 L/20 - - - - - - 2 17 13 L/0 - - - - - - - - 17 fb / Ω 391 200 1 1 5 3 3 27 22 Φ fb 21 317 192 92 9 5 3 35 L/30 - - 101 55 33 22 15 11 L/20 - - - - 50 33 22 1 L/0 - - - - - 3 30 21 1 fb / Ω 325 1 100 7 3 2 23 Φ fb 51 23 159 107 7 57 5 3 29 L/30 29 10 51 2 17 11 5 L/20-7 2 25 1 11 L/0 - - - 5 3 22 15 11 L/0 - - - - - 33 23 1 fb / Ω 39 19 0 0 5 3 3 27 22 Φ fb 17 315 190 7 91 9 53 3 35 L/30 - - - 73 29 20 1 11 L/20 - - - - - - 30 21 1 L/0 - - - - - - - - 21 fb / Ω 2 150 100 72 5 2 3 2 Φ fb 771 393 23 159 11 7 53 L/30 - - 2 7 1 2 13 10 L/20 - - - - 1 0 27 20 1 L/0 - - - - - 53 3 2 19 Page 10 of 5

1 Span Table 2: DGN-32AW Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 7 2 150 101 72 5 2 3 2 Φ fb 773 39 23 10 11 7 5 L/30 25 155 73 0 2 1 11 L/20-232 109 0 3 2 1 9 L/0 - - 1 0 32 22 1 11 L/0 - - - - - 7 32 23 17 fb / Ω 525 2 10 7 5 5 3 30 Φ fb 32 25 257 172 3 92 72 5 7 L/30 - - - 99 0 39 27 19 1 L/20 - - - - - - 0 29 21 L/0 - - - - - - - - 2 fb / Ω 5 335 202 135 97 73 57 5 37 Φ fb 100 531 321 215 15 11 90 72 59 L/30 - - 1 91 55 3 25 13 L/20 - - - - 3 5 37 2 20 L/0 - - - - - 72 9 35 2 fb / Ω 5 335 203 13 97 73 57 5 37 Φ fb 101 531 321 215 15 11 90 72 59 L/30 537 19 92 50 31 20 1 10 7 L/20-293 13 7 30 20 15 11 L/0 - - 101 1 0 27 20 1 L/0 - - - - 92 0 1 29 22 fb / Ω 39 211 11 101 7 59 7 39 Φ fb 10 55 335 22 11 1 9 75 2 L/30 - - - 2 7 33 2 L/20 - - - - - 72 50 3 2 L/0 - - - - - - - - 35 fb / Ω 55 3 2 177 7 95 7 59 Φ fb 1357 92 19 20 201 151 117 9 77 L/30-35 205 1 30 22 1 L/20 - - - 1 102 33 2 L/0 - - - - - 1 32 L/0 - - - - - - - - Page 105 of 5

Figure 2: DGN-32AT Perforation Locations Figure 27: DGN-32AT Perforation Pattern Table 27: DGN-32AT Panel Properties Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 22 1.3 0.0299 50 5 0.39 0.7 1.1 0.32 1.195 20 1.0 0.0359 50 5 0.71 0.53 1.1 0.0 1.193 2. 0.07 50 5 0.22 1.3 1.1 0.530 1.9 1 2.3 0.059 50 5 0.772 1.3 1.1 0.50 1.5 Area Effective Section Modulus for Bending at Fy Section Modulus Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Effective Moment of Inertia for Deflection at Service Load Uniform Load Only Moment of Inertia Moment of Inertia Id = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 22 0.230 0.2 1.3 0.22 1.1 0.57 0.5 0. 0.7 20 0.31 0.31 1.0 0.355 1.1 0.9 0.15 0.730 0.2 0.513 0.0 1. 0.91 1. 1.05 1.3 1.00 1.3 1 0.739 0.27 1.52 0. 1.3 1.32 1.3 1.370 1.3 Page 10 of 5

22 20 Span Table 2 DGN-32AT Out-of-Plane Capacities Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 307 13 77 9 3 25 19 15 Φ fb 7 21 2 7 5 0 30 2 19 L/30-5 53 27 1 10 7 5 3 L/20 - - - 1 23 15 10 7 5 L/0 - - - - 31 20 13 9 7 L/0 - - - - - - - 1 10 fb / Ω 352 15 5 39 29 22 17 1 Φ fb 55 2 10 9 2 35 2 22 L/30 - - - - - 2 17 9 L/20 - - - - - - - - 13 L/0 - - - - - - - - - fb / Ω 0 195 110 70 9 3 27 22 Φ fb 9 310 17 1 7 57 3 2 L/30 - - - 5 3 2 1 11 L/20 - - - - - 3 2 17 L/0 - - - - - - - - 1 fb / Ω 392 17 9 3 32 2 19 1 Φ fb 21 27 155 99 9 51 39 31 25 L/30-1 2 32 5 L/20 - - 93 2 17 L/0 - - - - 37 23 1 11 L/0 - - - - - - 23 1 fb / Ω 3 197 111 71 9 3 2 22 Φ fb 703 3 17 1 7 57 35 2 L/30 - - - - - 32 21 15 11 L/20 - - - - - - - - 1 L/0 - - - - - - - - - fb / Ω 55 2 13 9 2 5 35 27 22 Φ fb 7 390 220 11 9 72 55 3 35 L/30 - - - 0 29 19 1 10 L/20 - - - - - 29 21 15 L/0 - - - - - - - - 20 Page 107 of 5

1 Span Table2: DGN-32AT Out-of-Plane Capacities (continued) Inward Allowable (fb/ω) and Factored (Φfb) Distributed Load (lbf/ft 2 ) Limit Panel Span (Support Spacing) Condition ' - 0" ' - 0" ' - 0" 10' - 0" ' - 0" 1' - 0" 1' - 0" ' - 0" 20' - 0" fb / Ω 57 255 13 92 7 3 2 23 Φ fb 910 05 22 1 101 7 57 5 3 L/30-219 92 7 27 17 L/20 - - 13 71 1 2 17 9 L/0 - - - - 55 3 23 1 L/0 - - - - - - 35 2 fb / Ω 13 272 153 9 50 3 30 25 Φ fb 972 32 23 155 10 79 1 39 L/30 - - - - - 3 29 20 15 L/20 - - - - - - - - 22 L/0 - - - - - - - - - fb / Ω 7 30 191 3 5 3 3 31 Φ fb 15 50 30 19 135 99 7 0 9 L/30 - - - 10 3 39 2 19 1 L/20 - - - - - 59 0 2 20 L/0 - - - - - - - 37 27 fb / Ω 72 3 19 5 7 9 39 31 Φ fb 1 552 310 199 13 101 7 1 50 L/30-277 117 0 35 22 15 10 7 L/20 - - 175 90 52 33 22 15 11 L/0 - - - 0 9 29 21 15 L/0 - - - - - - 31 22 fb / Ω 0 359 202 9 90 51 0 32 Φ fb 3 570 321 205 13 105 0 3 51 L/30 - - - - 53 3 25 L/20 - - - - - - - 3 27 L/0 - - - - - - - - - fb / Ω 1010 9 253 1 2 3 50 0 Φ fb 103 713 01 257 17 131 100 79 L/30 - - - 13 77 9 33 23 17 L/20 - - - - - 73 9 3 25 L/0 - - - - - - - 33 Page 10 of 5

Figure 29: DGNF-32A Pan Perforation Locations Figure 30: DGNF-32A Perforation Pattern Table 30: DGNF-32A Panel Properties Weight Base Metal Thickness Yield Strength Tensile Strength Area Moment of Inertia Gross Section Properties 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 in 2 /ft in /ft in in 3 /ft in 20/20 3.2.0359/.03 50 5 1.00 1.7 1. 0.9 1.250 20/ 3.7.0359/.07 50 5 1.111 1.20 1.0 0.7 1.223 20/1.17.0359/.059 50 5 1.22 1.939 1.00 0.1 1.192 /20.15.07/.03 50 5 1.220 2.077 1.29 1.103 1.29 /.51.07/.07 50 5 1.32 2.2 1.20 1. 1.255 /1.91.07/.059 50 5 1.2 2.397 1. 1.19 1.235 1/20.9.059/.03 50 5 1.37 2.7 1.37 1.35 1.277 1/ 5.25.059/.07 50 5 1.53 2.0 1.29 1.32 1.271 1/1 5..059/.059 50 5 1.59 2.23 1.21 1.10 1.259 Area Effective Section Modulus for Bending Section Modulus at Fy Distance to N.A. from Bottom Section Modulus Distance to N.A. from Bottom Moment of Inertia Effective Moment of Inertia for Deflection Moment of Inertia at Service Load Uniform Load Only Id = (2Ie+Ig)/3 Ae+ Se+ yb Se- yb Ie+ Ie- I+ I- in 2 /ft in 3 /ft in in 3 /ft in in /ft in /ft in /ft in /ft 20/20 0.525 0.79 0.5 0.799 1.3 1.32 1.371 1.57 1.7 20/ 0.597 0.2 0.7 0.2 1.31 1.39 1.535 1.5 1.30 20/1 0.700 0.513 0.73 0. 1.20 1.7 1.732 1.31 1.01 /20 0.753 0.779 1.09 1.0 1.9 1.72 1.79 1.1 1.5 / 0.25 0.79 1.01 1.079 1.3 1.91 1.917 2.02 2.02 /1 0.927 0.793 0.92 1.10 1.29 2.0 2.130 2.13 2.219 1/20 1.015 1.07 1.22 1.29 1.52 2.250 2.3 2.31 2.231 1/ 1.0 1.071 1.1 1.329 1.3 2.20 2.29 2.9 2.09 1/1 1.9 1.09 1.07 1.35 1.3 2.51 2.517 2.1 2.19 Page 109 of 5