ESR-1414 Reissued October 1, 2011 This report is subject to renewal in one year.

ICC-ES Evaluation Report www.icc-es.org (00) 23-657 (562) 699-053 ESR-11 Reissued October 1, 2011 This report is subject to renewal in one year. A Subsidiary of the International Code Council DIVISION: 05 00 00 METALS Section: 05 31 00 Steel Decking REPORT HOLDER: ASC STEEL DECK A DIVISION OF ASC PROFILES INC. 2110 ENTERPRISE BOULEVARD WEST SACRAMENTO, CALIFORNIA 95691 (00) 0-277 www.ascsteeldeck.com EVALUATION SUBJECT: ASC STEEL ROOF AND FLOOR DECK 1.0 EVALUATION SCOPE Compliance with the following codes: 2006 International Building Code (IBC) 1997 Uniform Building Code (UBC) Properties evaluated: Structural Fire resistance 2.0 USES ASC Steel Roof and Floor Deck is used as roof deck, floor deck and horizontal diaphragms. 3.0 DESCRIPTION 3.1 General: All decks include fluted sections and are cold-formed from steel sheets. Deck types include B, BR, BF, DGB, DGBF, N, NR, NF, DGN, DGNF, 2W, 2WF, DG2W, DG2WF, 3W, 3WF, DG3W, DG3WF, CP-32, CF and Deep Deck. See the Index to Tables and Figures, following the text of this report, and Figure 1, for the details of each deck type. When the deck flanges or webs are perforated for acoustical effects, sections are referred to as Acustadek type. The F designation refers to cellular units composed of fluted upper sheets resistance-welded to flat lower sheets. 3.2 Roof Deck Types B, BR, BF, DGB, DGBF, N, NR, NF, DGN, DGNF: Decking is made from steel conforming to ASTM A 653 SS, minimum Grade 33, with a minimum G0 coating designation, or ASTM A 100, SS Grade 33 (minimum), with a painted finish; or ASTM A 100, SS Grade 33 (minimum), with a primer-painted or mill finish. All steel has a 3,000 psi (261.9 MPa) minimum yield strength and a 52,000 psi (35.5 MPa) minimum tensile strength. These decks are also available as Acustadek type. 3.3 Floor Deck Types 2W, 2WF, DG2W, DG2WF, 3W, 3WF, DG3W, DG3WF: Decking is made from steel conforming to ASTM A 653 SS, minimum Grade 33, with a minimum G0 coating designation, or ASTM A 100, SS Grade 33 (minimum), with a painted finish; or ASTM A 100, SS Grade 33 (minimum), with a primer-painted or mill finish. All steel has a 3,000 psi (261.9 MPa) minimum yield strength and a 52,000 psi (35.5 MPa) minimum tensile strength. 3. Acustadek Perforations: 3..1 B, BR, DGB, N, NR, DGN and Deep Deck Type Decks: For web perforated Acustadek, the holes are centered on each web running the full panel length (see Figure 2 for perforation patterns). For fully perforated B, DGB, N and DGN Acustadek, the perforations cover the width of the deck section excluding the deck sidelap (see Figure 2 for perforation patterns). The pattern consists of 0.7-inch-diameter (3 mm) holes spaced 0.375 inch (10 mm) on center transverse to the panel length, and 0.325 inch ( mm) on center (staggered) along the panel length. See Table 2. 3..2 BF, DGBF, NF, DGNF, 2WF, DG2WF, 3WF, DG3WF and Cellular Deep Deck Type Deck: The perforations are in the flat sheet centered under each top flange running the full panel length (see Figure 2 for perforation patterns). The pattern consists of 0.157-inchdiameter ( mm) holes spaced 0.33 inch (11 mm) on center transverse to the panel length, and 0.375 inch (10 mm) on center (staggered) along the panel length for the BF, DGBF, NF, DGNF, 2WF, DG2WF, 3WF, and DG3WF. The pattern consists of 0.7-inch-diameter (3 mm) holes spaced 0.375 inch (10 mm) on center transverse to the panel length, and 0.325 inch ( mm) on center (staggered) along the panel length for the Cellular Deep Deck. See Table 2. 3.5 Concrete Pan CP-32 Deck: Decking is made from galvanized steel conforming to ASTM A 653 SS, Grade 0, with a minimum G0 coating designation, for Nos. 20, 22, 2 and 26 gages; or ASTM A 653, SS, minimum Grade 33, with a minimum G0 coating designation, a minimum yield strength of 3,000 psi (262.0 MPa) and a minimum tensile strength of 52,000 psi (35.5 MPa), for No. gage. Consisting of fluted sections 1 3 / inches (35 mm) deep at a pitch of 9 / 16 inches (116 mm), the decks may be used with or without lightweight insulating concrete fill. If used, the concrete fill must be at ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright 2011 Page 1 of 56 1000

ESR-11 Most Widely Accepted and Trusted Page 2 of 56 least 2 inches (50. mm) thick over the top flutes. The lightweight insulating concrete must have a minimum compressive strength of 10 psi (0.96 MPa) when tested in accordance with ASTM C 95, and must conform to the following specifications: a. Oven-dry weight of 25 to 30 pounds per cubic foot (00 to 0 kg/m 3 ). b. 1-to-6 ratio by volume of cement to aggregate. c. Aggregate must comply as a Group 1 aggregate per ASTM C 332. The lightweight aggregate must be tested in accordance with ASTM C 95. Allowable diaphragm shear values may be determined in accordance with this evaluation report. 3.6 CF Decks: Decking is made from galvanized steel conforming to ASTM A 653 SS, Grade 0, with a minimum G0 coating designation for Nos. 20, 22, 2 and 26 gage; or ASTM A 653, SS, minimum Grade 33, with a minimum G0 coating designation, a minimum yield strength of 3,000 psi (262.0 MPa) and a minimum tensile strength of 52,000 psi (35.5 MPa), for No. gage. CF-1 3 / is identical to CP-32. CF- 7 / is 7 / inch (22 mm) deep at a pitch of 2 2 / 3 inches (6 mm). 3.7 Shearvent System with B Deck: The system consists of the B deck fabricated as noted in Section 3.2. The system has allowable diaphragm shear values based on special welding, as specified in Table 11 and Figure. Allowable vertical loads are based on section properties of the Type B steel deck. 3. DeltaGrip System: The DeltaGrip shear and flexibility design values only apply to deck bearing the DGB-, DGBF-, DGN-2, DGNF-2, DG2W, DG2WF, DG3W or DG3WF identification markings. This system consists of the DeltaGrip side seam attachment system installed per Figure 6 on roof deck designated DGB-, DGBF-, DGNF-2, or DGN-2 fabricated per Section 3.2, or floor deck without concrete fill designated DG2W, DG2WF, DG3W or DG3WF fabricated per Section 3.3. A DeltaGrip seam attachment is comprised of three triangular tabs produced by 3 / -inch-wide (10 mm), -degree triangular punches that tightly clinch the side lap standing seam interlock. The allowable diaphragm shear values, factored diaphragm shear values and the flexibility factors with arc spot/seam welds or mechanical fasteners attaching the panels to underlying steel supports are set forth in Tables 7,, and 1. The arc spot/seam welds are as noted in General Note 5, and the mechanical fasteners are as noted in the footnotes to Tables 7, and 1. 3.9 Q-Max System: This special end-support system consists of a No. 16 gage L shaped restraining device and the B deck described in Section 3.2. The restraining device is used only at shearcollecting elements transverse to the corrugations where the deck is not end-lapped. Attachments, allowable shears, and flexibility factors are shown in Tables 9A and 9B and Figure 7. 3.10 Deep Deck and Cellular Deep Deck Types 1 / 2, 6 and 7 1 / 2 Inch: Decking is made from steel conforming to ASTM A 653, SS Grade 33. The decking is either painted, galvanized with a minimum G0 coating designation or mill-finished. Decking depths are 1 / 2, 6 and 7 1 / 2 inches (11, 152 and 191 mm), respectively, with a width of inches (305 mm) for Deep Deck or 2 inches (610 mm) for Cellular Deep Deck. 3.11 Welding: For all decking described, welding must use E or E70 filler metal. Other weld requirements must comply with AWS D1.3. Allowable tension loads for arc spot welds must be determined in accordance with Section 2205.1 of the IBC or Section 2217 of the UBC. 3. Resistance Welds: Where Types BF, DGBF, NF, DGNF, 2WF, DG2WF, 3WF, DG3WF or Cellular Deep decks are used as bare deck, allowable vertical loads must be based on section properties in Table 1A for Types B, DGB, N, DGN, 2W, DG2W, 3W, DG3W or Deep Deck, unless special calculations are provided demonstrating that the resistance welds develop the full section properties of the cellular decks. Resistance welds must be placed in rows parallel to the flutes. See Figure for details..0 DESIGN AND INSTALLATION.1 General: The section properties and allowable load tables are established using the base-metal thicknesses of the decks noted in Tables 1A and 1B..2 Diaphragm Shear and Flexibility: A one-third stress increase (or 0.75 reduction of the resulting forces) must not be permitted for Allowable Stress Design for load combinations containing wind or seismic forces for shear values in the diaphragm tables. Decks are attached to supporting framing members with arc spot welds in the patterns shown in Figure 3..3 Diaphragm Design Considerations: The diaphragm design must include the following considerations: a. Diaphragm classification (flexible or rigid) must comply with Section 12 of the IBC or Section 1630.6 of the UBC; the diaphragm deflection ( ) must be calculated using the equation noted in Table 22. b. Diaphragm flexibility limitations must comply with Table 22. c. Diaphragm deflection limits must comply with Sections.10.1 and.10.2 of ASCE 7 (Seismic Design Categories D, E and F) for simplified seismic design; or Section 1633.2.9 of the UBC. d. Horizontal shears must be distributed in accordance with Section.. of ASCE 7 or Sections 1630.6 and 1630.7 of the UBC.. Restrained Fire-resistance Ratings: CP-32, 2W, 3W, B and N decks may be used in two-hour fire-resistance-rated roof deck assemblies with exposed soffits, provided: a. The fill type, thickness and construction are as set forth in Table 720.1(3) of the IBC or Table 7-C of the UBC, whichever is applicable. b. The maximum clear span for CP-32 in No. 26 gage deck is 6 feet, inches (2.032 m), and in heavier gages is up to feet, 6 inches (2.591 m). c. The decks are attached to supporting structural elements as set forth in the tables of this report. d. No conduits or pipes are embedded in the concrete. The interior spans of continuous steel-framed construction slabs may be assumed to be restrained for

ESR-11 Most Widely Accepted and Trusted Page 3 of 56 fire-resistance-rated construction. The perimeter spans are assumed unrestrained unless restraint is substantiated by the structural designer and approved by the code official. Appendix X3 of ASTM E 119 or ACI 216.1 may be referenced as guidance on other possible restraint conditions at both exterior spans and discontinuities within fire-resistance-rated constructions, subject to the approval of the code official. For additional restrained fire-resistance ratings, see Table 21..5 Unrestrained Fire-resistance Ratings: Fire-resistance ratings when fireproofing material is sprayapplied to the deck soffit are described in current ICC-ES evaluation reports ESR-169 and ESR-16..6 Special Inspection:.6.1 Jobsite Welding: Continuous or periodic special inspection for welding must be in accordance with Section 170.3 of the IBC or Section 1701.5.5 of the UBC, whichever is applicable. Prior to proceeding, the welder must demonstrate his ability to produce the prescribed weld to the special inspector s satisfaction. The inspector s other duties include verification of materials, weld preparation, welding procedures, and welding processes..6.2 Additional Requirements for Installations Under the IBC:.6.2.1 Periodic Special Inspections: Periodic special inspections in accordance with Section 1707. of the IBC are required where the steel deck systems are used as part of a seismic-force-resisting system in structures assigned to Seismic Design Category C, D, E or F. Periodic special inspections apply to connections such as screws, power-actuated fasteners, DeltaGrip side seam attachments and button punches. Periodic special inspections also apply where noted in Tables 170.3 and 170. of the IBC..6.2.2 Continuous Special Inspections: Continuous special inspections must be provided where noted in Tables 170.3 of the IBC..6.2.3 Statement of Special Inspections: A statement of special inspections must be submitted to the code official as set forth in Section 1705 of the IBC. The plan must include the special inspection duties noted in Sections.6.1 and.6.2 of this report. 5.0 CONDITIONS OF USE The ASC Steel Roof and Floor Deck described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 ASC steel deck panels have not been evaluated for use without a roof covering. 5.2 Where used as a diaphragm: 5.2.1 A one-third stress increase (or 0.75 reduction of the resulting forces) must not be permitted for Allowable Stress Design for load combinations containing wind or seismic forces for shear values in the diaphragm tables. 5.2.2 Allowable shear values must be limited to values set forth in the accompanying tables for the types of deck involved. 5.2.3 Diaphragm deflections must not exceed the permitted relative deflections of walls between the diaphragm level and the floor below. See Table 22 for diaphragm flexibility and deflection limitations. 5.3 Vertical load design of deck without a concrete fill must be based on section properties and web crippling values set forth in this report. Vertical load capacity of concrete-filled, composite deck systems must be as set forth in the tables in this evaluation report. 5. Special inspection in accordance with Section.6 is required for all field-welding. 5.5 Fire-resistive ratings are as described in Sections. and.5 or as set forth in Table 720.1(3) of the IBC or Table 7-C of the UBC, whichever is applicable, provided the fill type, thickness, metal gage and construction are as specified therein. 5.6 Calculations and details demonstrating that the loads applied to the decks comply with this report must be submitted to the code official for approval. Calculations and drawings must be prepared, signed, and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.7 All cellular deck types are fabricated at the West Sacramento, California, facility under a quality program with inspections by Kleinfelder, Inc. (AA-55). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC3), dated February 200 (Editorially Revised April 200). 6.2 Reports of fire-resistance tests. 7.0 IDENTIFICATION Each bundle of ASC steel floor and roof deck panels is identified by labeling bearing the manufacturer s name (ASC Steel Deck); the steel deck panel profile name; the design thickness; the minimum specified yield strength; the manufacturing location (West Sacramento, California, or Fontana, California); the cover width of the panel; and the ICC-ES evaluation report number (ESR-11). In addition, cellular deck bears the name of the inspection agency, Kleinfelder, Inc.

ESR-11 Most Widely Accepted and Trusted Page of 56 General Notes: The following notes apply to all of the tables in this report unless otherwise noted. 1. The allowable diaphragm shear values listed in the tables are in pounds per linear foot (N/m). 2. The base-metal thickness for all decks is indicated in Tables 1A and 1B. For decks with specified yield strength of 0,000 psi (551 MPa), yield strength used for design must be,000 psi (13 MPa). 3. Deck panel seams must be fastened by welds, button punches or DeltaGrip seam attachment, as indicated in the report. The length of seam welds must be a minimum of 1 1 / 2 inches (3 mm). The DeltaGrip seam attachments must be as described in Figure 6. The seam attachment, where required, must be in accordance with the appropriate table, not to exceed 3 feet (91 mm) on center unless noted otherwise.. Arc seam or spot (puddle) welds must have an effective fusion area to supporting members at least equivalent to 3 / inch (10 mm) wide by 1 inch (25 mm) long or 1 / 2 inch (13 mm) in diameter. DGB and DGBF deck types must be attached to supporting members with welds that have an effective area of 3 / inch (10 mm) wide by 1 inch (25 mm) long in the flutes adjacent to the deck interlock. See Figure 5. 5. Puddle weld patterns are shown in Figure 3 for Types B, BR, BF, DGB, DGBF, N, NR, NF, DGN, DGNF, 2W, 2WF, DG2W, DG2WF, 3W, 3WF, DG3W and DG3WF decks; and Figure 9 for CF 1 3 / and CP-32 decks; and Figure 7 for Q-Max Systems; and Figure for Shear-Vent Systems; and Figure 9 for CF 1 3 / and CP-32 decks. 6. Spacing of marginal welds to members parallel to flutes must comply with the following, unless otherwise noted: a. Arc seam or spot (puddle) welds to members such as chords and to collector elements such as struts or ties must have a spacing in feet (mm) equal to 35,000(t)/v (For SI: 6,130(t)/v), where: t = Uncoated base-metal thickness of fluted steel deck, in inches (mm). v = Actual diaphragm shear at marginal supports or actual shear transferred to collector, in pounds per foot (N/m). b. Fillet welds to members such as diaphragm chords must have a spacing in feet (mm) equal to 0 (l w )/v (For SI: (l w )/v), where: l w = Length of weld, in inches (mm) [not less than 1 1 / 2 inches (3 mm)]. v = Actual diaphragm shear to be transferred to chords, in pounds per foot (N/m). c. Fillet welds attaching the diaphragms to struts, ties or other collector elements must have a spacing in feet (mm) equal to 300 (l w )/v (For SI: 52.5 l w /v), where v is the actual shear to be transferred to the collector element, in pounds per foot (N/m). d. Weld spacing is limited to 3 feet (91. mm), maximum. 7. Regarding attachments at interior lines of shear transfer perpendicular to deck corrugations: The shear transfer from a diaphragm to interior tie or strut lines perpendicular to deck corrugations must not exceed the shear values indicated in the tables. Two lines of puddle welds may be used to develop the actual shear transfer to these collector elements.. Where individual panels are cut, the partial panel must be fastened in a manner to fully transfer the shears at the point of the diaphragm to the adjacent full panels for the values specified in the tables. 9. The diaphragm shear values, for decks without fill, also apply to the acoustical version of the specific deck, known as Acustadek. For fully perforated Acustadek, multiply the allowable or factored shear strength in the tables by 0.5. 10. Deck panel seams may be fastened with self-tapping or self-drilling screws in place of button punches without affecting the tabulated allowable diaphragm shear and flexibility factors under the following conditions: a. Screws are minimum No. 10 size, with a minimum 3 / -inch (19 mm) length. b. Screw spacing is no greater than tabulated button-punch spacing. c. The deck material base-metal thickness is minimum No. 22 gage [0.0299 inch (0.737 mm)].

ESR-11 Most Widely Accepted and Trusted Page 5 of 56 INDEX TO TABLES AND FIGURES TABLE NUMBER SUBJECT PAGE NO. TABLE NUMBER SUBJECT PAGE NO. 1A, 1B Section Properties... 7-2 Acustadek Section Property Adjustment Factors... 3 Allowable Reaction... 9 Nominal Weld Capacity... 10 5 Mechanical Fastener Nominal Shear Strength... 11 6 AISI Factors of Safety and Resistance Factors for Diaphragms... 11 Roof Deck DeltaGrip System Notes... 13 B Deck 7 DGB- DeltaGrip System Diaphragm Shears DGB- with Arc Spot/Seam Welds... 1-17 DGB- with Hilti Pin Fasteners... -21 DGB- with Pneutek SDK61075 Pin Fasteners... 22-25 DGB- with Pneutek SDK63075 Pin Fasteners... 26-29 DGB- with Pneutek K62, K75, K662 or K675 Pin Fasteners... 30-33 DGB- with ITW Buildex Screw Fasteners... 3-37 B Deck Diaphragm Shears... 3-39 9A Q-Max Diaphragm Shears (with Lap Welds)... 0 9B Q-Max Diaphragm Shears (without Lap Welds)... 1 10 B Deck With Lightweight Insulating Fill... 1 11 Shear Vent Diaphragm Shears... 2 N Deck DGN-2 DeltaGrip System Diaphragm Shears DGN-2 with Arc Spot/Seam Welds... 3 DGN-2 with Pin Fasteners... DGN-2 with ITW Buildex Screw Fasteners... 5 13 N Deck Diaphragm Shears... 6 2W and 3W 1 DG2W & DG3W DeltaGrip System Diaphragm Shears DG2W & DG3W with Arc Spot/Seam Welds... 7 DG2W & DG3W with Pin Fasteners... 15 2W Diaphragm Shears without Fill... 9 16 3W Diaphragm Shears without Fill... 50 Deep Deck 17A, 17B Deep Deck Diaphragm Shears... 51 CP32 / CF 1 3/ CP32 Diaphragm Shear with Insulating Fill... 52 19 CP32 Deck Attachment... 52 20 CP32 and CF 1 3 / Diaphragm Shears... 53-55 21 Fire-Resistive Ratings... 55 Misc 22 Diaphragm Flexibility Limitations... 56 PAGE FIGURE SUBJECT NO 1 Deck Profiles... 6 2 Acustadeck Perforation Patterns... 9 3 Attachment Patterns... Resistance Weld Details... 5 Weld Details 6 DeltaGrip System Details... 13 7 Q-Max Details 0 Shear Vent Details... 2 9 Weld Patterns for Concrete Pan Deck (CP32)... 52

ESR-11 Most Widely Accepted and Trusted Page 6 of 56 FIGURE 1 DECK PROFILES

ESR-11 Most Widely Accepted and Trusted Page 7 of 56 DECK TYPE B DGB BR BF DGBF N DGN NR NF DGNF 2W DG2W 2WF DG2WF GAGE DESIGN BASE METAL THICKNESS I (in ) TABLE 1A SECTION PROPERTIES 1,2,3,6, POSITIVE S (in 3 ) NEGATIVE S (in 3 ) 16.059 0.379 0.07 0.15.07 0.302 0.321 0.3 20.0359 0.220 0.235 0.26 22.0299 0.17 0.0 0.195 16/16.059/.059 0.715 0.6 0.7 /16.07/.059 0.615 0.5 0.55 /.07/.07 0.56 0. 0.561 /20.07/.0 0.79 0.26 0.70 20/16.0359/.059 0.7 0.295 0.53 20/.0359/.07 0.7 0.29 0.35 20/20.0359/.0 0.392 0.22 0.39 16.059 1.716 0.2 0.99.07 1.330 0.69 0.765 20.0359 0.95 0.67 0.55 22.0299 0.771 0.1 0.9 16/16.059/.059 3.029 1.19 1.55 /16.07/.059 2.597 0.7 1.32 /.07/.07 2.310 0.61 1.22 /20.07/.0 2.039 0.1 0.96 20/16.0359/.059 1.97 0.595 1.00 20/.0359/.07 1.6 0.562 0.977 20/20.0359/.0 1.666 0.566 0.50 16.059 0.752 0.670 0.670.07 0.1 0.535 0.53 19.02 0.53 0.6 0.1 20.035 0.65 0.397 0.11 21.033 0.23 0.33 0.376 22.029 0.30 0.29 0.339 16/16.059/.059 1.196 0.771 0.79 /16.07/.059 1.003 0.621 0. /.07/.07 0.92 0.611 0.592 /20.07/.0 0.901 0.1 0.0 20/16.035/.059 0.797 0.29 0.63 20/.035/.07 0.71 0.23 0.51 20/20.035/.0 0.67 0.16 0.35 For SI: 1 inch = 25. mm. DECK TYPE 3W DG3W 3WF DG3WF 1 / 2 " Deep Deck7 6" Deep Deck 7 7 1 / 2 " Deep Deck 7 CP32 CF 1 3 / " CF 7 / " GAGE DESIGN BASE METAL THICKNESS I (in ) POSITIVE S (in 3 ) NEGATIVE S (in 3 ) 16.059 1.52 0.976 0.975.07 1.2 0.70 0.777 19.02 1.6 0.692 0.69 20.035 0.93 0.550 0.57 21.033 0.1 0.511 0.50 22.029 0.753 0.33 0.71 16/16.059/.059 2.350 1.113 1.00 /16.07/.059 1.9 0.99 0.73 /.07/.07 1.32 0.5 0.55 /20.07/.0 1.662 0.70 0.32 20/16.035/.059 1.55 0.63 0.666 20/.035/.07 1.69 0.63 0.66 20/20.035/.0 1.32 0.623 0.623 1.075 5.9 2.056 2.056 16.059. 1. 1.635.07 3.2 1.266 1.313 20.035 2. 0.92 0.957 1.075 10.7 3.05 3.07 16.059.56 2.06 2.51.07 6.6 1.92 1.966 20.035.79 1.30 1.31 1.075.26.23.25 16.059 1.7 3.300 3.7.07 11.2 2.593 2.52 20.035.11 1.9 1.670.00 0.195 0.263 0.263 20.037 0.16 0.205 0.205 22.031 0.2 0.169 0.169 2.025 0.09 0.131 0.131 26.0195 0.072 0.09 0.09 20.037 0.051 0.113 0.113 22.031 0.03 0.095 0.095 2.025 0.035 0.07 0.07 26.0195 0.027 0.0 0.0 1 Tabulated values are based on a 1 foot wide section. 2 Properties based on 3,000 psi yield strength, except where noted. (Tensile strength = 52,000 psi). 3 The name Acustadek as suffix to deck type refers to web or pan perforations. See Section 3. for additional details. Section properties for Acustadek profiles must be adjusted using the adjustment factors noted in Table 2. Properties based on 75 percent of 0,000 psi yield unless noted otherwise. (Tensile strength = 2,000 psi). 5 BR and NR indicate inverted profiles for which the section moduli are to be reversed. 6 The first number is the gauge thickness of fluted top sheet. The second number is the gauge or thickness of flat bottom sheet. 7 Properties based on 33,000 psi yield. (Tensile strength = 5,000 psi). All section properties are net values.

ESR-11 Most Widely Accepted and Trusted Page of 56 DECK TYPE 1 / 2 " Cellular Deep Deck 6" Cellular Deep Deck GAGE 3 DESIGN BASE METAL THICKNESS I (in. ) TABLE 1B SECTION PROPERITES 1,2,3,,5,6 POSITIVE S (in 3 ) NEGATIVE S (in 3 ) 20/20.035/.035 3. 1.1 1.26 DECK TYPE GAGE 3 DESIGN BASE METAL THICKNESS I (in. ) POSITIVE S (in 3 ) NEGATIVE S (in 3 ) 20/20.035/.035 11.9 1.97 2.23 20/.035/.07.39 1.13 1.57 20/.035/.07 13.51 1.97 2.5 20/16.035/.059. 1.13 1.65 7 1 / 2 " 20/16.035/.059 1. 1.97 3.10 /20.07/.035.6 1.75 1.5 Cellular Deep /20.07/.035 1.63 3.20 2.93 /.07/.07 5.32 1.79 1.5 Deck /.07/.07 16. 3. 3.53 /16.07/.059 5.93 1.2 2.15 /16.07/.059.16 3.17.03 16/16.059/.059 6.6 2. 2.5 16/16.059/.059 21.0.63.63 20/20.035/.035 7.25 1.55 1.7 20/.035/.07.23 1.55 2.2 20/16.035/.059.93 1.55 2.35 /20.07/.035.5 2.5 2.2 /.07/.07 9.99 2.51 2.65 /16.07/.059 11.10 2.9 3.05 16/16.059/.059. 3.52 3.9 For SI: 1 inch = 25. mm, 1 psi = 69 Pa. 1 Tabulated values are based on a 1-foot-wide section. 2 The section properties are based on 33,000 psi yield stress. (Tensile strength = 5,000 psi) 3 Strength calculation using these listed section properties shall include verification of the strength of the resistance welds attaching the fluted element to the flat element. The standard resistance weld spacing used for the development of Tables 29 and 30 are shown in Figure. The first number is the gauge or thickness of fluted top sheet. The second number is the gauge or thickness of flat bottom sheet. 5 All section properties are net values. 6 The name Acustadek as suffix to deck type refers to web or pan perforations. See Section 3. for additional details. Sections properties for Acustadek profiles must be adjusted using the adjustment factors noted in Table 2. TABLE 2 ACUSTADECK SECTION PROPERTY ADJUSTMENT FACTORS 1,2,3 DECK TYPE I POSITIVE S NEGATIVE S PERFORATION DIAMETER PERFORATION SPACING, a B, DGB 1.00 0.96 0.95 0.7 spaces @ 0.75" = 0.750" BR 1.00 0.95 0.96 0.7 spaces @ 0.75" = 0.750" B Full Perf DGB Full Perf 0.7 0.67 0.69 0.7 ---- N, DGN 1.00 0.96 0.9 0.7 9 spaces @ 0.75" = 1.675" NR 1.00 0.9 0.96 0.7 9 spaces @ 0.75" = 1.675" N Full Perf DGN Full Perf 0.6 0.67 0.71 0.7 ---- 1 / 2 " Deep Deck 0.97 0.90 0.6 0.7 spaces @ 0.75" = 3.375" 6" Deep Deck 0.97 0.90 0.6 0.7 26 spaces @ 0.75" =.75" 7 1 / 2 " Deep Deck 0.97 0.90 0.6 0.7 3 spaces @ 0.75" = 6.375 BF, DGBF, NF, DGNF 0.9 0.97 0.90 0.157 16 spaces @ 0.2165" = 3.6" NF, DGNF 0.9 0.97 0.90 0.157 2 spaces @ 0.2165" = 5.196" 2WF, DG2WF, 3WF, DG3WF 0.97 1.00 1.00 0.157 30 spaces @ 0.2165" = 6.95" Cellular Deep Deck 0.95 1.00 0.93 0.7 2 spaces @ 0.75" = 7.75" For SI: 1 inch = 25. mm. 1 To determine the section properties for acoustical version of one of the deck types listed above, multiply the section properties in Tables 1A and 1B by the adjustment factor for the deck type. 2 Adjustment factors apply for all gauges of the deck types listed in Tables 1A and 1B. 3 Cellular Deep Deck factors apply for 1 / 2 inch, 6 inch, and 7 1 / 2 inch versions of the deck type.

ESR-11 Most Widely Accepted and Trusted Page 9 of 56 FIGURE 2 ACUSTADEK PERFORATION PATTERNS TABLE 3 ALLOWABLE REACTION BASED ON WEB CRIPPLING (ASD) 1 ALLOWABLE LOAD (PLF) ALLOWABLE LOAD (PLF) BEARING DECK REACTION LOCATION BEARING DECK REACTION LOCATION GAGE LENGTH GAGE LENGTH TYPE End of Deck Interior TYPE End of Deck Interior IBC UBC IBC UBC IBC UBC IBC UBC 16 1.5 209 2 371 571 1.5 3 1702 23 3170 B, DGB, 1.5 131 1566 291 2905 20 1.5 1197 103 27 231 BR, BF CP-32 & DGBF 20 1.5 02 776 161 1615 CF-1 3 22 1.5 2 673 1707 1959 / " 22 1.5 562 6 103 1101 2 1.5 51 16 119 3 16 1.5 137 193 256 339 26 1.5 303 2 699 70 N, DGN, 1.5 1 79 2165 1 3.0 9 222 2976 3721 NR, NF 1 / 2 " & DGNF 20 1.5 73 556 1101 15 16 3.0 76 12 1919 2316 Deep 22 1.5 316 329 72 797 Deck 3.0 539 15 66 177 16 2.0 9 02 03 209 20 3.0 273 390 73 53 2W, 2.0 611 719 1 1329 1 3.0 6 2 2961 10 DG2W, 19 2.0 9 551 962 1059 6" 16 3.0 750 9 1907 2226 2WF Deep & 20 2.0 339 3 67 729 Deck 3.0 3 757 57 103 DG2WF 21 2.0 300 297 616 62 20 3.0 205 351 733 793 22 2.0 22 196 5 9 1 3.0 10 2095 297 399 16 2.0 5 119 39 2100 7 1 / 2 " 16 3.0 61 16 9 2137 Deep 3W, 2.0 559 70 07 1322 Deck 3.0 35 700 50 1330 DG3W, 19 2.0 3 539 91 1050 20 3.0 15 311 727 733 3WF & 20 2.0 300 337 699 7 DG3WF 21 2.0 263 27 626 631 22 2.0 196 196 93 9 For SI: 1 inch = 25. mm, 1 plf = 1.59 N/m. 1 For web perforated and fully perforated Acustadek, the allowable reaction based on web crippling must be multiplied by 0.90.

ESR-11 Most Widely Accepted and Trusted Page 10 of 56 TABLE NOMINAL WELD CAPACITY DECK PROFILE B, DGB, N, DGN 2W, DG2W, 3W, DG3W Deep Deck BF, DGBF, NF, DGNF 2WF, DG2WF, 3WF, DG3WF Cellular Deep Deck For SI: 1 pound =.5. GAGE ARC SPOT (PUDDLE) WELD ( 1 / 2 Inch Effective Diameter) Shear (lbs) IBC Tensile (lbs) UBC ARC SEAM WELD ( 3 / Inch x 1 Inch Effective Width and Length) Shear (lbs) 22 2116 20 1 309 20 2955 22 1691 3751 710 3207 2221 5075 16 510 3956 270 652 22 2002 19 1377 3001 21 2532 2252 15 33 20 220 233 1650 52 19 3950 237 1965 25 635 3156 26 95 16 573 3907 2706 6359 20 2595 20 2010 3161 011 27 2662 31 16 965 335 3295 5503 1 6193 110 713 20/20 66 69 327 71 20/ 735 5335 95 9217 20/16 2 2 1071 /20 79 537 3731 932 / 75 207 10701 /16 695 19 23 16/16 767 5 1317 20/20 7 635 3210 7773 20/ 7759 523 59 9106 20/16 17 167 100 /20 7 531 99 9229 / 17 167 100 /16 69 777 13 16/16 705 506 13710 20/20 515 3932 359 662 20/ 671 50 56 770 20/16 767 5171 5075 9173 /20 671 50 56 770 / 767 5171 5075 9173 /16 767 592 5 10501 16/16 670 653 165

ESR-11 Most Widely Accepted and Trusted Page 11 of 56 MECHANICAL FASTENER TYPE TABLE 5 MECHANICAL FASTENER NOMINAL SHEAR STRENGTH 1 (lbs) DGB-, DGBF-, DGN-2, AND DGNF-2 Gage DG2W, DG2WF, DW3W, AND DG3WF Gage 22 20 16 22 21 20 19 16 Hilti X-EDNK22-THQ Pin 150 00 27 292 16 1659 1756 2092 2329 27 Hilti X-EDN19-THQ Pin 1 191 2517 3109 1557 1765 6 2225 277 3070 Hilti ENPH2-21-L15 Pin 1 79 22 270 1566 1750 39 2135 2332 275 Pneutek SDK61075 Pin 156 33 237 296 1502 1695 1790 2116 232 262 Pneutek SDK63075 Pin 172 1977 217 2 169 191 2210 239 277 Pneutek K62 Pin 1735 2216 3009 6 1655 1993 219 262 2690 Pneutek K662 Pin 1 225 3132 076 170 2055 2195 269 3071 011 ITW Buildex -1 or -2 I.C.H. Traxx, Traxx or TEK Self Drilling Screw 1 See AISI-NAS for applicable Ω (ASD) and Φ (LRFD) factors. 1150 131 39 2301 1116 70 137 1616 0 2270 TABLE 6 AISI FACTORS OF SAFETY AND RESISTANCE FACTORS FOR DIAPHRAGMS W d f d (ASD) (LRFD) DIAPHRAGM CONDITION 2.65 0. for diaphragms for which the failure mode is that of buckling, otherwise; 3.0.50 for diaphragms welded to the structure subject to earthquake loads, or subject to load combinations which include earthquake loads 2.35 0.55 for diaphragms welded to the structure subject to wind loads, or subjected to load combinations which include wind loads 2.5 0. for diaphragms mechanically connected to the structure subject to earthquake loads, or subject to load combinations which include earthquake loads 2.35 0.65 for diaphragms mechanically connected to the structure subject to wind loads, or subjected to load combinations which include wind loads 2.65 0. for diaphragms connected to the structure by either mechanical fastening or welding subject to load combinations not involving wind or earthquake loads

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ESR-11 Most Widely Accepted and Trusted Page 13 of 56 FIGURE 6 DELTAGRIP SYSTEM DETAILS DELTAGRIP TM SYSTEM NOTES FOR TABLES 7, AND 1: 1 See Figure 3 for fastener attachment patterns to supports and see Figure 6 for DeltaGrip TM System details. 2 The dimension from the first and last sidelap connection within each span is to be no more than one-half of the specified spacing. 3 e inch minimum edge distance for mechanically driven pin and self drilling screws. DGB- and DGN-2 Deck end lap to be 2 inch nominal +/- 1 / 2 inch over supports, no end lap required for DG2W- and DG3W-. 5 For allowable shears, q a, the allowable stress design safety factor for load combinations including earthquake loads of, Ω = 3.0 with welded connections or Ω = 2.5 for pins or screws, has been applied to tabulated values. Plate like buckling governs allowable shears above and to the right of the heavy line and a safety factor of, Ω = 2.65 has been applied. 6 For factored shears, q f, the resistance factor for load and resistance factor design for load combinations including earthquake loads of, Φ = 0.5 with welded connections or Φ = 0.6 for pins or screws has been applied to the tabulated values. Plate like buckling governs allowable shears above and to the right of the heavy line and a resistance factor of Φ = 0.6 has been applied. 7 Allowable shear, q a, and factored shear, q f, are for diaphragms subject to load combinations that include earthquake loads. Adjustments may be made for load combinations subject to wind loads per AISI Cold Formed Steel Design Manual Section D5 (see Table 6). Spacing, s, of arc spot welds, pins or screws at marginal support members such as chords and to collector elements such as struts or ties must have a spacing adequate to transfer the actual required force to the diaphragm. s = q n /q ult where s is spacing in feet, q ult is actual required shear in plf, q n is nominal shear strength of the weld or fastener in lbs per Tables & 5. 9 R is the vertical load span of deck units (L v ) divided by the length (L) of the deck unit R=L v /L 10 Interpolation of shear and flexibility values between adjacent spans is permissible. 11 Acceptable mechanically driven pins: Hilti ESR-2197 X-EDNK-22 THQ pin X-EDN-19 THQ pin ENP 2-21 L15 pin ENPH 2-21 L15 pin Acceptable self drilling screws: Pneutek SDK61075 pin SDK63075 pin K62 pin K75 pin K662 pin K675 pin ITW Buildex -1 I.C.H. Traxx, Traxx, or TEK self drilling screw. -2 I.C.H. Traxx, Traxx, or TEK self drilling screw. 13 DG2W- and DG3W- Shear values for screws must be adjusted by factor of 0. for Nos 22 and 20 gage, 0.9 for Nos and 16 gage.

ESR-11 Most Widely Accepted and Trusted Page 1 of 56 TABLE 7 1 ALLOWABLE DIAPHRAGM SHEARS (q a ), (In plf), FACTORED DIAPHRAGM SHEARS (q f ), (In plf), AND FLEXIBILITY FACTOR (F) 22 GAGE Seam Support Spacing Fasteners /7 /5 / 6 2 6 2 6 2 Deck Span DGB- AND DGBF- INTERLOCK DECK WITH ARC SPOT/SEAM WELDS AND DELTAGRIP SIDE SEAM ATTACHMENT (See DeltaGrip System Notes) (ft) 5 6 7 9 10 11 q a q f 35 2753 176 266 1713 2569 1 223 1100 17 69 131 70 1119 52 925 9 777 F 7.3-0.9R 7.6-0.9R 7.-0.R 7.9-0.R -0.7R.1-0.7R.2-0.6R.3-0.6R.3-0.5R q a q f 157 230 191 22 2 2133 1370 2055 1100 17 69 131 70 1119 52 925 9 777 F.2-1.R.6-1.R.9-1.R 9.2-1.3R 9.-1.3R 9.6-1.2R 9.7-1.2R 9.-1.1R 9.9-1R q a q f 132 2 1357 20 3 6 1100 1707 69 131 70 1119 52 925 9 777 F.-1.R 9.2-1.R 9.-1.9R 10-1.R 10.5-1.R 10.6-1.7R 11-1.7R 11-1.6R 11.3-1.R q a q f 55 2 19 169 100 1561 962 13 900 1350 51 77 70 1119 52 925 9 777 F 9.6-2.R 10.-2.6R 11.1-2.7R 11.7-2.R.1-2.7R.6-2.R 13-2.7R 13.3-2.7R 13.-2.2R q a q f 1157 17 106 1569 63 9 06 09 763 115 669 100 69 973 52 925 9 777 F 10.2-2.9R 11-3.1R.3-3.7R.9-3.6R 13.-3.5R 1.5-R 1.-3.R 15.1-3.7R 15.-3.3R q a q f 105 151 93 11 772 1157 72 1091 626 939 9 539 09 532 79 1 721 F 10.-3.R 11.7-3.6R 13.2-.3R 13.7-.2R 15-.7R 15.-.6R 16.6-.9R 16.-.7R 17.5-.1R q a q f 105 151 33 50 1021 69 97 55 37 7 730 727 33 69 390 55 F 10.-3.R.5-.3R 1.1-5.2R 1.6-.9R 16.1-5.5R 17.6-6.2R 17.7-5.7R 19-6.3R 19.7-5.2R q a q f 925 13 33 50 1021 571 57 9 73 7 730 30 6 33 575 3 516 F 11.6-.2R.5-.3R 1.1-5.2R 15.-5.9R 17.-6.6R 17.6-6.2R 19-6.7R 20.5-7.R 21.1-6R q a q f 925 13 72 106 1021 571 57 9 73 26 639 375 562 33 575 3 516 F 11.6-.2R 13.5-5.2R 1.1-5.2R 15.-5.9R 17.-6.6R 19-7.R 20.6-R 20.5-7.R 21.1-6R q a q f 1511 2266 170 2206 11 2161 1 26 1100 17 69 131 70 1119 52 925 9 777 F 7.5-0.9R 7.-0.R 7.9-0.R.1-0.7R.2-0.7R.3-0.6R.3-0.6R.-0.5R.-0.5R q a q f 1351 2027 9 193 65 09 13 1100 17 69 131 70 1119 52 925 9 777 F.5-1.R.9-1.R 9.2-1.3R 9.5-1.3R 9.7-1.2R 9.-1.1R 10-1.1R 10.1-1R 10.1-0.9R q a q f 2 63 1192 179 1109 166 10 1633 1032 159 69 131 70 1119 52 925 9 777 F 9.2-1.9R 9.6-1.R 10.2-1.9R 10.-1.7R 10.9-1.7R 11-1.6R 11.-1.6R 11.-1.5R 11.6-1.3R q a q f 1107 16 1013 1520 95 1 93 1339 52 7 19 29 70 1119 52 925 9 777 F 10.3-2.6R 11.1-2.7R 11.-2.R.-2.R.-2.R 13.3-2.7R 13.6-2.7R 1-2.6R 1.1-2.2R q a q f 1029 153 9 116 17 26 769 115 731 1097 61 961 623 93 52 913 9 777 F 11-3.1R 11.-3.2R 13.3-3.9R 13.9-3.R 1.3-3.6R 15.6-.1R 15.-3.9R 16.1-3.7R 16.-3.3R q a q f 92 113 69 1303 729 1093 691 1037 59 91 50 70 513 770 509 763 69 F 11.-3.R.7-3.9R 1.-.7R 1.-.5R 16.3-5R 16.6-.R 17.9-5.2R.1-.9R.9-.3R q a q f 92 113 72 1173 63 957 613 919 526 79 5 67 59 6 10 61 553 F 11.-3.R 13.7-.R 15.7-5.R 16-5.R 17.7-6R 19.-6.R 19.3-6.1R 20.-6.7R 21.7-5.7R q a q f 71 72 1173 63 957 535 02 57 66 5 67 0 6 0 50 323 F.9-.R 13.7-.R 15.7-5.R 17.5-6.6R 19.-7.R 19.-6.R 21-7.3R 22.7-R 23.5-6.7R q a q f 71 673 1009 63 957 535 02 57 66 397 596 39 52 0 50 323 F.9-.R 15.1-6R 15.7-5.R 17.5-6.6R 19.-7.R 21.3-.3R 23.1-.9R 22.7-R 23.5-6.7R q a q f 70 190 6 70 29 16 25 1100 17 69 131 70 1119 52 925 9 777 F 7.-0.R -0.R.1-0.7R.2-0.6R.3-0.6R.-0.5R.5-0.5R.5-0.5R.6-0.R q a q f 113 171 1103 1655 1075 16 1053 1579 1035 1553 69 131 70 1119 52 925 9 777 F.9-1.R 9.3-1.3R 9.6-1.2R 9.-1.2R 10-1.1R 10.1-1R 10.2-1R 10.3-0.9R 10.-0.R q a q f 109 157 1021 1532 961 11 951 7 909 1 69 11 70 1119 52 925 9 777 F 9.-1.9R 10.1-1.7R 10.-1.R 10.9-1.6R 11.-1.6R 11.-1.5R 11.-1.5R 11.-1.R -1.2R q a q f 927 1391 61 92 13 19 776 116 77 11 72 106 70 1057 52 925 9 777 F 11.1-2.7R -2.R.6-2.R 13.2-2.R 13.6-2.7R 1.1-2.6R 1.-2.5R 1.7-2.5R 1.-2.1R q a q f 53 0 796 119 692 103 6 99 635 953 555 33 56 19 539 0 7 730 F -3.R.9-3.R 1.6-.1R 15.1-3.9R 15.-3.7R 16.-.1R 17-3.R 17.2-3.7R.1-3.3R q a q f 770 1155 72 106 1 901 51 72 9 77 9 72 37 655 39 659 396 593 F 13.2-.3R 1-.2R 16-5.1R 16.3-.7R -5.3R.1-.9R 19.7-5.R 19.6-5R 20.6-.R q a q f 770 1155 62 93 510 765 503 755 30 65 373 559 32 573 30 510 30 57 F 13.2-.3R 15.5-5.R 17.7-6.5R 17.9-5.9R 19.-6.6R 21.-7.R 21.-6.5R 23.1-7.1R 2.2-6.1R q a q f 670 100 62 93 510 765 25 63 2 52 373 559 327 91 290 35 259 3 F 1.-5.7R 15.5-5.R 17.7-6.5R 19.9-7.R 22.1-.3R 21.-7.R 23.6-R 25.6-.R 26.6-7.R q a q f 670 100 519 77 510 765 25 63 2 52 3 6 273 09 290 35 259 3 F 1.-5.7R 17.-7.1R 17.7-6.5R 19.9-7.R 22.1-.3R 2.-9.R 26.5-10.1R 25.6-R 26.6-7.R

ESR-11 Most Widely Accepted and Trusted Page 15 of 56 TABLE 7 1 ALLOWABLE DIAPHRAGM SHEARS (q a ), (In plf), FACTORED DIAPHRAGM SHEARS (q f ), (In plf), AND FLEXIBILITY FACTOR (F) 20 GAGE Seam Support Spacing Fasteners /7 /5 / 6 2 6 2 6 2 Deck Span DGB- AND DGBF- INTERLOCK DECK WITH ARC SPOT/SEAM WELDS AND DELTAGRIP SIDE SEAM ATTACHMENT (See DeltaGrip System Notes) (ft) 5 6 7 9 10 11 q a q f 2332 397 2261 3392 2211 3316 9 3003 16 2299 1 17 925 171 765 16 63 1022 F 5.9-0.6R 6-0.6R 6.1-0.5R 6.2-0.5R 6.3-0.R 6.-0.R 6.-0.R 6.-0.R 6.5-0.3R q a q f 2025 303 192 26 51 2777 1796 2695 16 2299 1 17 925 171 765 16 63 1022 F 6.6-1R 6.9-0.9R 7.1-0.9R 7.2-0.9R 7.-0.R 7.5-0.R 7.6-0.7R 7.6-0.7R 7.7-0.6R q a q f 25 2737 1751 2627 16 227 1590 235 16 225 1 17 925 171 765 16 63 1022 F 7.1-1.3R 7.-1.2R 7.-1.3R 7.9-1.2R.3-1.2R.3-1.1R.6-1.1R.6-1R.-0.9R q a q f 157 230 15 2167 13 2016 69 1903 11 16 1 170 925 171 765 16 63 1022 F 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 10.6-1.5R q a q f 152 217 1329 199 1 1691 1066 1599 1020 1530 97 135 77 1315 765 16 63 1022 F.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 -2.6R.6-2.3R q a q f 130 1961 07 11 996 19 95 130 23 35 09 1 719 1079 717 1076 63 975 F 9.1-2.R 9.7-2.R 11-3.R 11.3-3.2R.-3.6R.5-3.R 13.5-3.7R 13.5-3.R 1.2-3R q a q f 130 1961 1056 153 65 97 1 61 72 107 63 951 961 57 61 519 77 F 9.1-2.R 10.6-3.5R -.2R.2-3.9R 13.-.3R 1.7-.9R 1.5-.3R 15.7-.R 16.3-.1R q a q f 115 1717 1056 153 65 97 72 1092 626 939 63 951 561 2 502 753 53 679 F 10-3.6R 10.6-3.5R -.2R 13.-.R 1.7-5.R 1.7-.9R 15.-5.3R 17.1-5.R 17.7-.R q a q f 115 1717 9 137 65 97 72 1092 626 939 56 19 3 72 502 753 53 679 F 10-3.6R 11.7-.5R -.2R 13.-.R 1.7-5.R 16.2-6R 17.5-6.5R 17.1-5.R 17.7-.R q a q f 226 7 2770 20 2730 1799 269 16 2299 1 17 925 171 765 16 63 1022 F 6-0.6R 6.1-0.5R 6.2-0.5R 6.3-0.R 6.-0.R 6.-0.R 6.5-0.3R 6.5-0.3R 6.5-0.3R q a q f 1699 25 1637 256 1592 23 1557 23 16 229 1 17 925 171 765 16 63 1022 F 6.-0.9R 7.1-0.9R 7.3-0.R 7.-0.R 7.5-0.7R 7.6-0.7R 7.7-0.7R 7.-0.6R 7.-0.5R q a q f 156 2 15 227 6 2139 109 2113 135 20 1 17 925 171 765 16 63 1022 F 7.5-1.3R 7.7-1.2R.1-1.2R.2-1.1R.5-1.1R.5-1R.-1R.-0.9R 9-0.R q a q f 1390 205 1931 1155 1732 1110 1665 107 1611 925 171 765 16 63 1022 F.-1.9R 9-2R 9.5-2R 9.-1.9R 10.2-1.9R 10.-1.R 10.7-1.7R 10.9-1.7R 11-1.R q a q f 5 1927 119 1791 1039 1559 1001 1501 971 156 63 9 6 70 765 16 63 1022 F 9.1-2.R 9.7-2.R 10.9-2.9R 11.2-2.7R 11.-2.5R.-2.9R.6-2.7R.7-2.5R 13.3-2.3R q a q f 1166 1750 1092 163 93 115 910 15 75 1177 775 1163 69 1033 690 103 625 937 F 9.9-3.1R 10.5-3R 11.9-3.6R.1-3.3R 13.3-3.7R 13.-3.R 1.5-3.7R 1.-3.R 15.1-3.1R q a q f 1166 1750 90 170 1 21 797 1196 66 1030 0 900 610 915 56 19 93 70 F 9.9-3.1R 11.6-3.R 13.2-.6R 13.3-.1R 1.6-.6R 16-5.2R 15.7-.5R 17-5R 17.7-.3R q a q f 103 1551 90 170 1 21 65 1027 5 2 0 900 531 796 7 7 27 61 F 11.1-.1R 11.6-3.R 13.2-.6R 1.-5.3R 16.3-5.9R 16-5.2R 17.-5.6R.-6.2R 19.5-5.2R q a q f 103 1551 37 55 1 21 65 1027 5 2 5 769 52 67 7 7 27 61 F 11.1-.1R 13-5.1R 13.2-.6R 1.-5.3R 16.3-5.9R -6.6R 19.5-7.2R.-6.2R 19.5-5.2R q a q f 1575 22 1555 2332 150 2310 152 2293 16 2279 1 17 925 171 765 16 63 1022 F 6.1-0.5R 6.3-0.5R 6.-0.R 6.-0.R 6.5-0.3R 6.5-0.3R 6.6-0.3R 6.6-0.3R 6.6-0.2R q a q f 13 2151 1397 2095 19 205 13 2023 1332 199 1 17 925 171 765 16 63 1022 F 7.1-0.9R 7.3-0.R 7.5-0.R 7.6-0.7R 7.7-0.7R 7.-0.6R 7.9-0.6R 7.9-0.5R -0.5R q a q f 1323 19 1300 1950 3 51 2 3 1773 1 1775 925 171 765 16 63 1022 F 7.-1.3R -1.1R.5-1.2R.5-1R.-1R.-0.9R 9.1-0.9R 9-0.R 9.2-0.7R q a q f 1170 1755 1099 169 107 1571 100 15 977 165 952 925 1397 765 16 63 1022 F 9-2R 9.6-2R 10-1.9R 10.-1.R 10.7-1.R 10.9-1.7R 11.1-1.6R 11.3-1.6R 11.-1.3R q a q f 1073 19 101 1520 7 1331 65 9 9 73 761 1 755 1133 750 15 63 1020 F 9.9-2.5R 10.-2.R 11.-2.9R -2.7R.2-2.5R 13.3-2.R 13.3-2.6R 13.-2.R 1.1-2.2R q a q f 9 10 917 1376 793 19 779 1169 671 1006 67 1011 597 96 6 910 5 23 F 11-3.R 11.5-3.2R 13.1-3.R 13.1-3.R 1.5-3.R 1.-3.R 15.6-3.7R 15.5-3.R 16.3-3.1R q a q f 9 10 09 1 661 992 667 1000 572 5 9 7 5 77 63 695 17 625 F 11-3.R.9-.2R 1.-5.1R 1.6-.R 16.2-.9R 17.-5.5R 17.2-.7R.6-5.1R 19.5-.5R q a q f 29 09 1 661 992 55 31 73 710 9 7 0 659 391 57 351 527 F.6-.7R.9-.2R 1.-5.1R 16.6-5.R.5-6.5R 17.-5.5R 19.3-6R 20.9-6.6R 21.9-5.6R q a q f 29 65 91 661 992 55 31 73 710 11 616 1 51 391 57 351 527 F.6-.7R 1.9-5.9R 1.-5.1R 16.6-5.R.5-6.5R 20.3-7.3R 22.1-7.3R 20.9-6.6R 21.9-5.6R

ESR-11 Most Widely Accepted and Trusted Page 16 of 56 TABLE 7 1 ALLOWABLE DIAPHRAGM SHEARS (q a ), (In plf), FACTORED DIAPHRAGM SHEARS (q f ), (In plf), AND FLEXIBILITY FACTOR (F) GAGE Seam Support Spacing Fasteners /7 /5 / 6 2 6 2 6 2 Deck Span DGB- AND DGBF- INTERLOCK DECK WITH ARC SPOT/SEAM WELDS AND DELTAGRIP SIDE SEAM ATTACHMENT (See DeltaGrip System Notes) (ft) 5 6 7 9 10 11 q a q f 335 50 323 92 323 57 290 596 2213 3519 179 270 116 2252 1171 61 9 156 F.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 q a q f 2951 26 29 273 2775 162 2719 079 2213 3519 179 270 116 2252 1171 61 9 156 F.6-0.5R.-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 q a q f 2667 000 25 3907 21 62 225 3 2213 372 179 270 116 2252 1171 61 9 156 F 5.1-0.7R 5.2-0.6R 5.-0.6R 5.-0.6R 5.6-0.6R 5.6-0.5R 5.-0.5R 5.7-0.5R 5.9-0.R q a q f 230 356 213 3207 2019 3029 1931 296 62 2793 179 2710 116 2252 1171 61 9 156 F 5.-1.1R 6.1-1.1R 6.3-1.1R 6.5-1R 6.7-1R 6.-1R 7-0.9R 7.1-0.9R 7.1-0.R q a q f 20 3132 1952 292 16 2526 1635 253 159 2397 13 2151 116 2130 1171 61 9 156 F 6.2-1.R 6.5-1.R 7.3-1.7R 7.5-1.5R 7.6-1.R.2-1.6R.2-1.R.2-1.3R.7-1.3R q a q f 2772 1751 2626 199 229 173 2210 76 1915 7 19 110 1711 115 1732 9 156 F 6.9-1.9R 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 q a q f 2772 1533 2299 70 1905 7 1910 1102 1652 96 152 1001 1501 900 1350 17 25 F 6.9-1.9R -2.R 9.1-2.9R 9-2.5R 9.-2.R 10.-3.1R 10.-2.6R 11.2-2.9R 11.-2.6R q a q f 153 237 1533 2299 70 1905 107 1611 927 1390 96 152 61 91 773 11 700 1050 F 7.9-2.7R -2.R 9.1-2.9R 10.1-3.3R 11.2-3.7R 10.-3.1R 11.6-3.R.5-3.7R 13.1-3.2R q a q f 153 237 65 97 70 1905 107 1611 927 1390 19 721 101 773 11 700 1050 F 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 q a q f 262 39 259 392 2573 359 2556 33 2213 3519 179 270 116 2252 1171 61 9 156 F.2-0.3R.2-0.2R.3-0.2R.3-0.2R.3-0.2R.-0.2R.-0.1R.-0.1R.-0.1R q a q f 20 13 2352 3529 2311 6 2279 319 2213 331 179 270 116 2252 1171 61 9 156 F.-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 5.2-0.2R q a q f 223 3351 2200 3300 2096 315 209 313 2016 302 179 270 116 2252 1171 61 9 156 F 5.2-0.7R 5.3-0.6R 5.6-0.6R 5.6-0.5R 5.-0.5R 5.7-0.5R 5.9-0.5R 5.-0.R 6-0.R q a q f 19 291 75 213 1792 269 1729 259 1679 2519 1639 25 116 2252 1171 61 9 156` F 6-1.1R 6.3-1.1R 6.6-1R 6.-1R 6.9-0.9R 7-0.9R 7.2-0.R 7.2-0.R 7.3-0.7R q a q f 2 272 173 20 1525 227 190 22 16 2196 1335 2003 1329 1993 1171 61 9 156 F 6.6-1.5R 6.9-1.R 7.7-1.7R 7.-1.5R 7.9-1.R.5-1.5R.5-1.R.5-1.3R 9-1.2R q a q f 1639 259 1572 235 19 2053 1355 2032 15 22 21 31 1100 1651 11 1677 9 1525 F 7.-2R 7.6-1.R.6-2.2R.6-1.9R 9.-2.2R 9.3-1.9R 10-2.1R 9.9-1.R 10.-1.7R q a q f 1639 259 13 203 1197 1796 07 11 1052 1577 923 135 961 11 6 96 73 1175 F 7.-2R.6-2.5R 9.-3.1R 9.6-2.5R 10.6-2.R 11.6-3.2R 11.1-2.6R -2.9R.6-2.6R q a q f 1 26 13 203 1197 1796 1017 1525 77 1315 923 135 21 31 737 1105 667 1000 F.7-3R.6-2.5R 9.-3.1R 11-3.5R.2-3.9R 11.6-3.2R.5-3.5R 13.5-3.R 1.2-3.R q a q f 1 26 13 177 1197 1796 1017 1525 77 1315 76 1152 61 1021 737 1105 667 1000 F.7-3R 10.2-3.R 9.-3.1R 11-3.5R.2-3.9R 13.-.R 1.5-.R 13.5-3.R 1.2-3.R q a q f 2172 3257 2157 3235 216 3219 213 3206 2131 3197 179 270 116 2252 1171 61 9 156 F.2-0.2R.3-0.2R.3-0.2R.-0.2R.-0.1R.-0.1R.-0.1R.-0.1R.-0.1R q a q f 2019 3029 19 292 1965 297 197 2921 1933 2900 179 270 116 2252 1171 61 9 156 F.9-0.R 5-0.R 5.1-0.3R 5.1-0.3R 5.2-0.3R 5.2-0.3R 5.2-0.2R 5.2-0.2R 5.3-0.2R q a q f 5 22 73 209 02 270 05 2707 175 2632 179 263 116 2252 1171 61 9 156 F 5.-0.6R 5.-0.5R 5.7-0.5R 5.7-0.5R 5.9-0.5R 5.-0.R 6-0.R 5.9-0.R 6-0.3R q a q f 1 2521 17 210 1552 232 1511 2266 17 2217 152 2177 116 215 1171 61 9 156 F 6.3-1.1R 6.6-1R 6.-1R 7-0.9R 7.2-0.R 7.3-0.R 7.-0.R 7.-0.7R 7.5-0.6R q a q f 1539 2309 2 2223 131 1972 1300 1950 9 1933 1773 15 1777 1171 170 9 156 F 7-1.5R 7.3-1.3R.2-1.6R.2-1.R.3-1.3R 9-1.R.9-1.3R.9-1.2R 9.-1.1R q a q f 1 206 1335 2002 1169 175 1175 1762 105 157 1076 1613 91 171 1009 1513 917 1375 F.1-2.1R.2-1.R 9.3-2.2R 9.1-1.9R 10.1-2.1R 9.-1.R 10.6-2R 10.-1.7R 11-1.6R q a q f 1 206 1161 172 100 1506 1035 1553 902 1353 790 16 1 61 755 1133 6 1025 F.1-2.1R 9.-2.7R 10.-3.2R 10.-2.6R 11.5-2.9R.6-3.2R 11.9-2.6R.-2.9R 13.6-2.6R q a q f 119 172 1161 172 100 1506 6 69 727 1091 790 16 701 1052 62 92 567 51 F 9.7-3.R 9.-2.7R 10.-3.2R.2-3.7R 13.5-.2R.6-3.2R 13.7-3.5R 1.-3.9R 15.5-3.5R q a q f 119 172 96 1 100 1506 6 69 727 1091 635 953 561 2 62 92 567 51 F 9.7-3.R 11.5-.3R 10.3.2R.2-3.7R 13.5-.2R 1.9-.7R 16.2-5.1R 1.-3.9R 15.5-3.5R

ESR-11 Most Widely Accepted and Trusted Page 17 of 56 TABLE 7 1 ALLOWABLE DIAPHRAGM SHEARS (q a ), (In plf), FACTORED DIAPHRAGM SHEARS (q f ), (In plf), AND FLEXIBILITY FACTOR (F) 16 GAGE Seam Support Spacing Fasteners /7 /5 / 6 2 6 2 6 2 Deck Span DGB- AND DGBF- INTERLOCK DECK WITH ARC SPOT/SEAM WELDS AND DELTAGRIP SIDE SEAM ATTACHMENT (See DeltaGrip System Notes) (ft) 5 6 7 9 10 11 q a q f 9 655 317 676 20 619 251 6377 2 63 330 525 2677 256 22 3517 59 2955 F 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 q a q f 3923 55 327 571 375 5637 3706 5559 65 59 330 525 2677 256 22 3517 59 2955 F 3.5-0.3R 3.6-0.3R 3.6-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.-0.2R 3.-0.1R q a q f 3572 535 352 5292 335 50 33 5016 32 26 3231 7 2677 256 22 3517 59 2955 F 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 q a q f 3090 635 2910 6 271 172 26 026 29 3913 25 323 299 379 22 3517 59 2955 F.-0.7R.6-0.7R.7-0.6R.-0.6R.9-0.6R 5-0.5R 5.1-0.5R 5.1-0.5R 5.2-0.R q a q f 277 1 269 397 2303 35 2263 3395 2233 339 2025 303 202 30 2023 3035 59 217 F.-0.9R 5-0.9R 5.6-1R 5.6-0.9R 5.6-0.R 6.1-0.9R 6-0.R 6-0.R 6.3-0.7R q a q f 23 56 2357 35 2031 306 202 302 0 27 31 277 1650 275 169 2533 1539 230 F 5.-1.R 5.5-1.2R 6.2-1.R 6.1-1.2R 6.7-1.R 6.6-1.2R 7.1-1.3R 6.9-1.1R 7.3-1.1R q a q f 23 56 203 3051 1732 2597 1777 2666 15 2316 10 200 131 217 91 1937 117 1761 F 5.-1.R 6.3-1.7R 7.1-2R 6.9-1.6R 7.6-1.R.2-2.1R 7.9-1.7R.-1.R.9-1.7R q a q f 2039 305 203 3051 1732 2597 16 2202 70 1906 10 200 13 19 1092 163 992 F 6.-2.1R 6.3-1.7R 7.1-2R 7.9-2.3R.-2.6R.2-2.1R.9-2.3R 9.6-2.5R 10.1-2.2R q a q f 2039 305 1663 29 1732 2597 16 2202 70 1906 1117 1675 99 191 1092 163 992 F 6.-2.1R.5-2.6R 7.1-2R 7.9-2.3R.-2.6R 9.6-2.9R 10.-3.2R 9.6-2.5R 10.1-2.2R q a q f 3353 5029 3330 99 3313 970 3300 951 3291 9 323 92 2677 256 22 3517 59 2955 F 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 3.3-0.1R q a q f 37 691 3079 6 30 565 3017 525 2995 93 297 67 2677 256 22 2517 59 2955 F 3.6-0.3R 3.6-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.-0.2R 3.-0.1R 3.-0.1R 3.-0.1R q a q f 292 393 290 2 201 201 203 205 2726 090 2737 106 2677 017 22 3517 59 2955 F 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 q a q f 2623 393 2509 3763 22 37 20 3539 230 3 2267 300 2233 339 220 3306 59 2955 F.6-0.7R.7-0.6R.9-0.6R 5-0.6R 5.1-0.5R 5.1-0.5R 5.2-0.5R 5.2-0.R 5.3-0.R q a q f 211 17 2321 32 206 3096 2039 305 2020 3030 55 273 5 277 2790 171 2611 F 5.1-0.9R 5.2-0.R 5.-1R 5.-0.9R 5.-0.R 6.3-0.9R 6.2-0.R 6.2-0.7R 6.5-0.7R q a q f 217 3221 209 317 2 2763 2771 1667 2500 1692 2537 155 2331 156 2379 176 221 F 5.-1.R 5.-1.2R 6.5-1.R 6.-1.2R 7-1.3R 6.9-1.1R 7.-1.2R 7.2-1.1R 7.6-1R q a q f 217 3221 3 2751 1590 235 163 251 16 2196 1305 195 132 207 6 70 1133 1700 F 5.-1.R 6.7-1.7R 7.6-2.1R 7.3-1.6R -1.R.-2.1R.3-1.6R.9-1.R 9.-1.7R q a q f 22 2733 3 2751 1590 235 139 2097 09 1 1305 195 116 175 107 1571 951 6 F 7-2.3R 6.7-1.7R 7.6-2.1R.6-2.R 9.5-2.7R.-2.1R 9.5-2.2R 10.2-2.5R 10.-2.2R q a q f 22 2733 1526 2290 1590 235 1395 2097 09 1 1062 1593 95 117 107 1571 951 6 F 7-2.3R.2-2.9R 7.6-2.1R.6-2.R 9.5-2.7R 10.-3R 11.3-3.3R 10.2-2.5R 10.-2.2R q a q f 2753 9 272 113 273 101 272 092 2723 05 2720 00 2677 075 22 3517 59 2955 F 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.2-0.1R 3.3-0.1R 3.3-0.1R 3.3+0R q a q f 22 390 2577 5 255 33 25 317 2533 300 2525 377 2517 3776 22 3517 59 2955 F 3.6-0.2R 3.7-0.2R 3.7-0.2R 3.7-0.2R 3.-0.1R 3.-0.1R 3.-0.1R 3.-0.1R 3.-0.1R q a q f 25 255 3 2 3579 2395 3592 23 3517 2357 3535 2317 376 22 396 59 2955 F -0.R -0.3R.2-0.3R.1-0.2R.3-0.2R.2-0.2R.3-0.2R.3-0.2R.-0.2R q a q f 22 3326 216 3219 2093 310 2053 300 2021 3032 1996 2993 197 2962 1957 2935 59 29 F.7-0.6R.9-0.6R 5-0.5R 5.1-0.5R 5.2-0.5R 5.2-0.R 5.3-0.R 5.3-0.R 5.-0.3R q a q f 203 3057 199 293 176 2679 172 2673 1779 266 166 26 1657 26 1667 2500 156 2352 F 5.3-0.9R 5.-0.R 6.1-1R 6-0.R 6-0.7R 6.5-0.R 6.-0.7R 6.3-0.6R 6.7-0.6R q a q f 01 2701 1792 26 156 2379 16 2 163 219 199 22 133 2075 2 2133 132 1992 F 6.2-1.R 6.1-1.1R 6.9-1.R 6.7-1.1R 7.-1.2R 7.2-1R 7.7-1.1R 7.5-1R 7.9-0.9R q a q f 01 2701 159 2323 139 2023 115 22 73 1909 1 1713 26 39 1113 1669 1010 1516 F 6.2-1.R 7.2-1.R.3-2.1R 7.7-1.6R.5-1.R 9.-2R.7-1.5R 9.-1.7R 9.9-1.6R q a q f 191 22 159 2323 139 2023 1 171 1025 153 1 1713 1016 152 91 1370 2 2 F 7.-2.5R 7.2-1.R.3-2.1R 9.3-2.R 10.3-2.R 9.-2R 10.1-2.2R 11-2.R 11.6-2.2R q a q f 191 22 52 7 139 2023 1 171 1025 153 99 13 797 1196 91 1370 2 2 F 7.-2.5R 9.2-3.1R.3-2.1R 9.3-2.R 10.3-2.R 11.3-3.1R.3-3.R 11-2.R 11.6-2.2R