icc-es evaluation report esr-1169* - metal dek · esr-1169 | most widely accepted and trusted page...

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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, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2009 Page 1 of 77 ICC-ES Evaluation Report ESR-1169* Reissued April 1, 2009 This report is subject to re-examination in one year. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 05—METALS Section: 05310—Steel Deck REPORT HOLDER: CONSOLIDATED SYSTEMS, INC. (CSi ® ) POST OFFICE BOX 1756 COLUMBIA, SOUTH CAROLINA 29202 (800) 554-5421 www.metaldek.com EVALUATION SUBJECT: CSi ® STEEL FLOOR AND ROOF DECK PANELS: B, N AND F ROOF DECK PANELS; VERSA-DEK ® ROOF DECK PANELS; VERSA-DEK ® ACOUSTICAL ROOF DECK PANELS; CFD COMPOSITE FLOOR DECK PANELS; S, SD, ISD, HD AND EHD FORM DECK PANELS 1.0 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code ® (IBC) Property evaluated: Structural 2.0 USES The CSi ® steel deck panels are used in floor and roof decks to support the code-required appropriate floor and roof loads. 3.0 DESCRIPTION 3.1 General: The deck panels are cold-formed from steel sheets into panels with fluted sections having galvanized, galvanized/painted, phosphatized/painted or non- phosphatized/painted finishes. Panel dimensions and profiles are as shown in the accompanying tables and figures. The galvanized and galvanized/painted deck panels are formed from ASTM A 653 steel, with a minimum G40 galvanization coating designation. Galvanized/painted finished deck panels have a primed painted bottom surface. The phosphatized/painted and non-phosphatized/painted deck panels are formed from ASTM A 1008 steel. Phosphatized/painted finished deck panels have an iron phosphate coating on the top surface and a primed painted bottom surface. Non-phosphatized/painted finished deck panels have a chrome- or non-chrome-based coating on the top surface and a primed painted bottom surface. 3.2 Roof Decks: 3.2.1 B-Dek, B-Dek ES and B-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.2 B80 Dek, B80 Dek ES and B80 Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill- finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.3 N-Dek, N-Dek Interlocking and N-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill- finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.4 F-Dek Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill- finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.5 Versa-Dek ® S, S ES, LS, LS ES and 3.5LS Deck Panels: The roof deck panels are cold-formed from galvanized mill-finished or primer-painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.6 Versa-Dek ® SA, S ESA, LSA, LS ESA and 3.5 LSA Deck Panels: The roof deck panels are cold-formed from galvanized mill-finished or primer-painted, SS Grade 40 steel. The deck panels are fluted sections as shown in *Corrected June 2009

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Page 1: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

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, Inc., express or implied, as to any finding or other matter in this report, or as to any product covered by the report.

Copyright © 2009 Page 1 of 77

ICC-ES Evaluation Report ESR-1169* Reissued April 1, 2009 This report is subject to re-examination in one year.

www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®

DIVISION: 05—METALS Section: 05310—Steel Deck REPORT HOLDER: CONSOLIDATED SYSTEMS, INC. (CSi®) POST OFFICE BOX 1756 COLUMBIA, SOUTH CAROLINA 29202 (800) 554-5421 www.metaldek.com EVALUATION SUBJECT: CSi® STEEL FLOOR AND ROOF DECK PANELS: B, N AND F ROOF DECK PANELS; VERSA-DEK® ROOF DECK PANELS; VERSA-DEK® ACOUSTICAL ROOF DECK PANELS; CFD COMPOSITE FLOOR DECK PANELS; S, SD, ISD, HD AND EHD FORM DECK PANELS 1.0 EVALUATION SCOPE

Compliance with the following code: 2006 International Building Code® (IBC) Property evaluated: Structural

2.0 USES

The CSi® steel deck panels are used in floor and roof decks to support the code-required appropriate floor and roof loads.

3.0 DESCRIPTION 3.1 General: The deck panels are cold-formed from steel sheets into panels with fluted sections having galvanized, galvanized/painted, phosphatized/painted or non-phosphatized/painted finishes. Panel dimensions and profiles are as shown in the accompanying tables and figures.

The galvanized and galvanized/painted deck panels are formed from ASTM A 653 steel, with a minimum G40 galvanization coating designation. Galvanized/painted finished deck panels have a primed painted bottom surface.

The phosphatized/painted and non-phosphatized/painted deck panels are formed from ASTM A 1008 steel. Phosphatized/painted finished deck panels have an iron phosphate coating on the top surface and a primed painted bottom surface. Non-phosphatized/painted finished deck

panels have a chrome- or non-chrome-based coating on the top surface and a primed painted bottom surface. 3.2 Roof Decks: 3.2.1 B-Dek, B-Dek ES and B-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.2 B80 Dek, B80 Dek ES and B80 Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.3 N-Dek, N-Dek Interlocking and N-Dek ES Interlocking Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.4 F-Dek Panels: The roof deck panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 40 steel. The decks are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.5 Versa-Dek® S, S ES, LS, LS ES and 3.5LS Deck Panels: The roof deck panels are cold-formed from galvanized mill-finished or primer-painted, SS Grade 40 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. 3.2.6 Versa-Dek® SA, S ESA, LSA, LS ESA and 3.5 LSA Deck Panels: The roof deck panels are cold-formed from galvanized mill-finished or primer-painted, SS Grade 40 steel. The deck panels are fluted sections as shown in

*Corrected June 2009

Page 2: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

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the accompanying profile drawings, have perforations in the bottom flange, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)].

3.3 Composite Deck Panels: 3.3.1 CFD-1.5, CFD-1.5 ES Interlocking, CFD-2, CFD-3 and CFD-3 ES Interlocking Composite Deck Panels: The deck panels are fluted sections with web embossments as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 22 gage [0.0598 inch (1.52 mm) to 0.0295 inch (0.749 mm)]. The No. 16 and No. 18 gage [0.0598 inch (1.52 mm) and 0.0474 inch (1.20 mm)] thick panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/ painted or non-phosphatized/painted, SS Grade 40 steel. The No. 20 and No. 22 gage [0.0358 inch (0.909 mm) and 0.0295 inch (0.749 mm)] thick panels are cold-formed from galvanized, cold-rolled mill-finished phosphatized or non-phosphatized/painted SS Grade 50 steel.

3.3.2 Concrete Fill Requirements for Composite Deck Panels: The deck panels described in Section 3.3.1 are designed to act compositely with normal-weight or structural sand lightweight (structural lightweight) concrete fill, incorporating rock or expanded shale aggregates, having a minimum 28-day compressive strength of 3,000 psi (20.7 MPa). Normal-weight structural concrete [w = 145 ± pcf (2323 kg/m3)] must contain coarse aggregate conforming to ASTM C 33; structural lightweight concrete fill [w = 110 ± pcf (1762 kg/m3), not exceeding 115 pcf (1842 kg/m3)] must contain light coarse aggregate conforming to ASTM C 330. The concrete must extend a minimum of 2 inches (51 mm) above the top surface of the steel deck panel, and must be reinforced with minimum 6 x 6 W1.4 x W1.4 steel welded-wire reinforcement complying with ASTM A 185, placed at the approximate center of the concrete fill. If fill in excess of 31/4 inches (82 mm) is used, the concrete must be reinforced in each direction with steel of a cross-sectional area (in square inches per linear foot) equal to 0.01 times the depth of fill over the top of the deck panel.

3.4 Form Deck Panels: 3.4.1 S-Dek Panels: The panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 22 to No. 28 gage [0.0295 inch (0.749 mm) to 0.0149 inch (0.380 mm)].

3.4.2 HD-Dek and EHD-Dek Panels: The panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted, SS Grade 80 steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 20 to No. 26 gage [0.0358 inch (0.909 mm) to 0.0179 inch (0.455 mm)].

3.4.3 SD-Dek and ISD-Dek Panels: The panels are cold-formed from galvanized or galvanized/painted, cold-rolled mill-finished phosphatized/painted or non-phosphatized/painted steel. The deck panels are fluted sections as shown in the accompanying profile drawings, and are available in design thicknesses ranging from No. 16 to No. 26 gage [0.0598 inch (1.52 mm) to 0.0179 inch (0.455 mm)]. The Nos. 16 through 22 gage [0.0598 inch (1.52 mm) through 0.0295 inch (0.749 mm)] thick panels are cold-formed from SS Grade 40 steel; the Nos. 24 and

26 gage [0.0238 inch (0.605 mm) and 0.0179 inch (0.455 mm)] thick panels are cold-formed from SS Grade 80 steel.

3.4.4 Concrete Fill Requirements for Form Deck Panels: Form deck panels are designed to support the wet weight of lightweight insulating concrete fill. When used with the panels described in Sections 3.4.1 through 3.4.3, the lightweight insulating concrete fill must be at least 21/2 inches (64 mm) thick over the top flutes. The lightweight insulating concrete mixes used must be Elastizell, manufactured by Cell-Crete Corporation; Zonolite, manufactured by Siplast, Inc.; or Lite-Crete, manufactured by Lite-Crete, Inc., and must comply with the following specifications:

a. Oven-dry weight of 25 to 30 pounds per cubic foot (400 to 480 kg/m3).

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 495, and must have a minimum compressive strength of 140 psi (0.96 Mpa).

4.0 DESIGN AND INSTALLATION 4.1 Design: Allowable gravity and wind uplift loads must be based on section properties shown in Table 1. Allowable reactions based on web crippling must not exceed values in Tables 2A through 2C. Allowable diaphragm values are shown in Tables 4 through 46. Allowable superimposed loads on composite slabs are shown in Tables 9 through 18.

The section properties and allowable load tables in this report are established using the design thicknesses of the deck panels noted in Table 1 of this report. Additional design criteria are set forth in the “Table Notes” preceding the figures and tables in this report.

The one-third stress increase permitted for Allowable Stress Design, for load combinations in IBC Section 1605.3.2 including wind or seismic forces, must not be used for shear values in the diaphragm tables.

The allowable tension (uplift) load for arc spot welds fastening steel sheets to supporting members must be calculated in accordance with Section E2.2.2 of AISI-NAS.

The diaphragm design must take into account the following considerations:

1. Diaphragm classification (flexible or rigid) must comply with IBC Section 1602; the diaphragm deflection (Δ) must be calculated using the equations noted in the Diaphragm Flexibility Limitations Table (Table 3).

2. Diaphragm flexibility limitations must comply with Table 3.

3. Diaphragm deflection limits must comply with ASCE 7 Sections 12.10.1 and 12.12.2.

4. Horizontal shears must be distributed in accordance with ASCE 7 Sections 12.8.4 and 12.9.5.

4.2 Vertical Composite Load: The allowable superimposed load tables give one-, two- or three-span conditions for construction loading with maximum spans to be used without midspan shoring and the allowable superimposed loads based on a simple-span condition for composite behavior. The determination of shoring limits for the tables are based on the strength or deflection of the deck section using a construction uniform

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live load of 20 psf (957.6 Pa) or a concentrated construction live load of 150 lbf (667.5 N).

4.3 Installation: 4.3.1 General: The deck panels must be installed in accordance with this report and CSi’s published installation guidelines and instructions. If there is a conflict between CSi’s published installation guidelines and instructions and this report, this report governs.

4.3.2 Concrete-filled Phosphatized/painted or Galvanized/painted Deck Panels: Concrete-filled phosphatized/painted or galvanized/painted deck panels must be installed with the phosphatized or galvanized deck panel face in contact with the concrete and the prime painted deck panel surface on the underside. The deck panel must be clean and free of foreign materials prior to placement of concrete.

4.3.3 Special Inspection: 4.3.3.1 Concrete: Continuous special inspection for concrete and concrete reinforcement must be in accordance with IBC Section 1704.4. The inspector’s duties include sampling and testing, and verification of concrete mixes, reinforcement types and placement, and concrete placement.

4.3.3.2 Jobsite Welding: Continuous or periodic special inspection for welding must be in accordance with IBC Section 1704.3. Prior to proceeding, the welder must demonstrate his ability to produce the prescribed weld to the special inspector’s satisfaction. The special inspector’s duties include verification of materials, weld preparation, welding procedures, and welding processes.

4.3.3.3 Periodic Special Inspection: Periodic special inspections in accordance with IBC Section 1707.4 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 and button punches. Periodic special inspections also apply where noted in IBC Tables 1704.3 and 1704.4.

4.3.3.4 Continuous Special Inspection: Continuous special inspections must be provided where noted in IBC Tables 1704.3 and 1704.4.

4.3.3.5 Statement of Special Inspections: A statement of special inspections must be prepared by the registered design professional in charge and submitted to the code official as set forth in IBC Section 1705. The statement must include the inspectior’s duties noted in this section (Section 4.3.3).

5.0 CONDITIONS OF USE

The CSi® steel floor and roof deck panels described in this report comply with, or are suitable alternatives to what is specified in, the code indicated in Section 1.0 of this report, subject to the following conditions:

5.1 The deck panels are manufactured, identified and installed in accordance with this report and CSi’s published installation guidelines and instructions. If

there is a conflict between the manufacturer’s published installation guidelines and instructions and this report, this report governs.

5.2 Vertical load design of deck panels must be based on section properties and reaction loads shown in Tables 1 and 2.

5.3 Where use is as diaphragms:

5.3.1 The one-third stress increase permitted for Allowable Stress Design, for load combinations in IBC Section 1605.3.2 including wind or seismic forces, must not be used for shear values in the diaphragm tables.

5.3.2 Allowable shear values are as set forth in the tables accompanying this report for the type of deck panel involved.

5.3.3 Diaphragm deflections must not exceed the permitted relative deflections of walls between the diaphragm level and the floor below. Section 4.1 and the flexibility limitations shown in Table 3 may be used as a guide in lieu of the rational analysis of the anticipated deflections.

5.3.4 Diaphragms may be zoned by varying deck gage and/or connections across a diaphragm to meet varying shear and stiffness demands.

5.4 Concrete-filled sections must not be used to support loads that are predominantly vibratory, such as for operation of heavy machinery, reciprocating motors and moving loads.

5.5 Special inspection for concrete and field-welding must be provided in accordance with Section 4.3.3.

5.6 When the steel deck panels are used as roof decks, the panels must be covered with a code-complying roof covering.

5.7 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.

6.0 EVIDENCE SUBMITTED

Data in accordance with the ICC-ES Acceptance Criteria for Steel Deck Roof and Floor Systems (AC43), dated February 2008 (editorially revised April 2008).

7.0 IDENTIFICATION

Each bundle of the CSi® steel deck panels described in this report is identified by labeling bearing the manufacturer’s name (CSi®); the deck panel profile name; the design thickness; the minimum specified yield strength; the manufacturing location (CD—Columbia, South Carolina; MD—Memphis, Tennessee; TD—Terrell, Texas; or PD—Phoenix, Arizona); the cover width of the panel; and the evaluation report number (ICC-ES ESR-1169).

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TABLE OF CONTENTS FOR TABLES AND FIGURES Table Topic Page

General Table Notes ................................................................................................................................................................................. 5

1 Section Properties ............................................................................................................................................... 6 and 7

2A-2C Allowable Concentrated Loads and Reactions Based on Web Crippling ....................................................8 through 10

3 Diaphragm Flexibility Limitations ................................................................................................................................. 11

Form Deck Panels with Insulating Concrete Fill (Allowable Diaphragm Shear Values)

4 S-Dek .......................................................................................................................................................................... 12

5 HD-Dek ....................................................................................................................................................................... 13

6 EHD-Dek ..................................................................................................................................................................... 14

7 SD-Dek ....................................................................................................................................................................... 15

8 ISD-Dek ...................................................................................................................................................................... 16

Composite Floor Deck Panels with Structural Concrete Fill (Diaphragm Shear Stiffness and Superimposed Load Values)

9-10 CFD-1.5 .......................................................................................................................................................... 17 and 18

11-12 CFD-1.5 ES Interlocking ................................................................................................................................. 19 and 20

13-14 CFD-2 ............................................................................................................................................................. 21 and 22

15-16 CFD-3 ............................................................................................................................................................. 23 and 24

17-18 CFD-3 ES Interlocking .................................................................................................................................... 25 and 26

Roof Deck Panels (Allowable Diaphragm Shear Capacities)

B-Dek Family 19-32 B-Dek, B80-Dek, B-Dek ES, B80-Dek ES, B-Dek ES Interlocking and B80-Dek ES Interlocking .............27 through 40 N-Dek Family

33-40 N-Dek, N-Dek Interlocking and N-Dek ES Interlocking .............................................................................41 through 48 Versa-Dek® Family

41-50 Versa-Dek® S, Versa-Dek® S ES, Versa-Dek® LS, Versa-Dek® LS ES, and Versa-Dek® 3.5 LS ..............49 through 58

51-65 Versa-Dek® S Acoustical, Versa-Dek® S ES Acoustical, Versa-Dek® LS Acoustical, ...............................59 through 73 Versa-Dek® LS ES Acoustical, and Versa-Dek® 3.5 LS Acoustical

Figure Topic Page 1 Steel deck panel profiles ............................................................................................................................................. 74

2 Steel deck panel attachment patterns at supports ...................................................................................................... 75

3 Welding and button punch details ............................................................................................................................... 76

4 Perforation Patterns of Acoustical Profiles .................................................................................................................. 77

Page 5: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

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TABLE NOTES The notes below apply to all of the tables unless noted otherwise. 1The allowable diaphragm shears listed in the tables are in pounds per linear foot. 2The design thicknesses and cross-sectional properties for all deck panels are indicated in Table 1. The design thickness is the uncoated base-metal thickness of the deck panel. 3The length of seam welds must be a minimum of 11/2 inches. 4Arc spot (puddle) welds must have an effective fusion area to supporting members at least equivalent to 3/8 inch by 1 inch long or 1/2 inch in diameter. 5Puddle-weld patterns are shown in Figure 2. 6The standing seam joint must be fastened at a maximum of 3 feet on center. 7Spacing of marginal welds to members parallel to flutes:

(a) Arc spot (puddle) welds to members such as chords and to collector elements, such as struts or ties, must have a spacing in feet equal to 32,000 (t) C/v where:

t = Uncoated base-metal thickness of fluted deck panel in inches. C = 1.0 for galvanized deck panels and 0.65 for painted deck panels. v = Actual diaphragm shear at marginal supports or actual shear transferred to collector (at struts or ties) in pounds

per foot. (b) Fillet welds to members such as diaphragm chords must have a spacing in feet equal to 480 Iw/v

where: Iw = Length of weld in inches [not less than 11/2 inches]. v = Actual diaphragm shear to be transferred to chords in pounds per foot.

(c) Fillet welds attaching the diaphragm to strut, ties or other collector elements must have a spacing in feet equal to 300 Iw/v where v is the actual shear to be transferred to the collector elements.

(d) In no case may any weld spacing exceed 3 feet. 8Attachments at interior lines of shear transfer perpendicular to deck panel corrugation:

(a) The shear transfer from a diaphragm to interior tie or strut lines perpendicular to deck panel corrugation 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,

(b) In no case may the spacing of welds exceed the deck panel span divided by 3.0. 9Where 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. 10For SI dimensions: 1 inch = 25.4 mm; 1 plf = 14.6 N/m; 1 inch2 = 645.16 mm2; 1 inch3 = 16.4 × 104 mm3; 1 inch4 = 41.6 × 104 mm4; 1 psf = 4.88 kg/m2; 1 pcf = 16.018 kg/m3; 1 inch-kip = 0.113 kN-m; 1 kip = 4.448 kN; 1 ksi = 6.89 MPa; 1 foot = 304.8 mm.

Page 6: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

DESIGN THICKNESS (in)

FULL MOMENT OF INERTIA (in4/ft.

width)

t Ix Normal, Ion Inverted, Ioi Normal, Sen Inverted, Sei

22 0.0295 0.418 0.404 0.327 0.289 0.26820 0.0358 0.506 0.493 0.426 0.363 0.33718 0.0474 0.668 0.658 0.616 0.485 0.46216 0.0598 0.840 0.834 0.816 0.617 0.59822 0.0295 0.393 0.381 0.324 0.284 0.26720 0.0358 0.477 0.465 0.419 0.357 0.33718 0.0474 0.629 0.620 0.597 0.477 0.46316 0.0598 0.792 0.787 0.782 0.606 0.59922 0.0295 0.422 0.422 0.334 0.306 0.27320 0.0358 0.511 0.511 0.434 0.390 0.34618 0.0474 0.674 0.674 0.627 0.514 0.47416 0.0598 0.848 0.848 0.828 0.646 0.61422 0.0295 0.399 0.399 0.329 0.301 0.27220 0.0358 0.483 0.483 0.427 0.383 0.34618 0.0474 0.638 0.638 0.607 0.506 0.47516 0.0598 0.802 0.802 0.794 0.636 0.61622 0.0295 0.415 0.402 0.399 0.288 0.28920 0.0358 0.503 0.490 0.488 0.361 0.34718 0.0474 0.664 0.654 0.644 0.483 0.48416 0.0598 0.836 0.830 0.808 0.614 0.61722 0.0295 0.391 0.379 0.379 0.283 0.28820 0.0358 0.474 0.462 0.459 0.355 0.35518 0.0474 0.626 0.616 0.602 0.474 0.48016 0.0598 0.787 0.782 0.756 0.603 0.60622 0.0295 0.417 0.417 0.408 0.304 0.30120 0.0358 0.505 0.505 0.505 0.386 0.37118 0.0474 0.667 0.667 0.667 0.510 0.49616 0.0598 0.838 0.838 0.838 0.640 0.62422 0.0295 0.393 0.393 0.393 0.298 0.29920 0.0358 0.476 0.476 0.476 0.379 0.36718 0.0474 0.628 0.628 0.628 0.500 0.48716 0.0598 0.789 0.789 0.789 0.629 0.61220 0.0358 2.042 1.917 1.858 0.767 0.82018 0.0474 2.697 2.648 2.527 1.109 1.19016 0.0598 3.395 3.394 3.248 1.504 1.54020 0.0358 1.877 1.766 1.775 0.747 0.80318 0.0474 2.480 2.436 2.363 1.080 1.18116 0.0598 3.122 3.121 2.980 1.466 1.52228 0.0149 0.013 0.013 0.012 0.036 0.03826 0.0179 0.016 0.015 0.015 0.046 0.04924 0.0238 0.021 0.021 0.021 0.068 0.07122 0.0295 0.026 0.026 0.026 0.088 0.08826 0.0179 0.041 0.040 0.040 0.073 0.07724 0.0238 0.054 0.054 0.054 0.105 0.10922 0.0295 0.067 0.067 0.067 0.137 0.13720 0.0358 0.082 0.082 0.082 0.166 0.16626 0.0179 0.073 0.072 0.072 0.095 0.10424 0.0238 0.097 0.097 0.097 0.136 0.14122 0.0295 0.121 0.121 0.121 0.176 0.17620 0.0358 0.146 0.146 0.146 0.213 0.21326 0.0179 0.109 0.079 0.098 0.084 0.09124 0.0238 0.144 0.114 0.137 0.125 0.13222 0.0295 0.178 0.161 0.175 0.182 0.18520 0.0358 0.216 0.205 0.213 0.226 0.23318 0.0474 0.285 0.283 0.285 0.307 0.31116 0.0598 0.359 0.359 0.359 0.395 0.39726 0.0179 0.109 0.098 0.079 0.092 0.08424 0.0238 0.144 0.137 0.114 0.132 0.12522 0.0295 0.178 0.175 0.161 0.185 0.18220 0.0358 0.216 0.213 0.205 0.233 0.22618 0.0474 0.285 0.285 0.283 0.311 0.30716 0.0598 0.359 0.359 0.359 0.397 0.39522 0.0295 0.142 0.129 0.142 0.122 0.13520 0.0358 0.173 0.164 0.173 0.152 0.16418 0.0474 0.228 0.226 0.228 0.209 0.21716 0.0598 0.288 0.288 0.288 0.269 0.27322 0.0295 0.178 0.161 0.175 0.182 0.19320 0.0358 0.215 0.205 0.213 0.225 0.23618 0.0474 0.285 0.283 0.285 0.307 0.31616 0.0598 0.359 0.359 0.359 0.395 0.39922 0.0295 0.178 0.151 0.173 0.169 0.19020 0.0358 0.215 0.194 0.212 0.220 0.23318 0.0474 0.285 0.275 0.282 0.301 0.31216 0.0598 0.359 0.358 0.358 0.388 0.398

TABLE 1 - SECTION PROPERTIES1

VersaDek® S 2

VersaDek® S ES 2

ISD-Dek 4

F-Dek 2

B-Dek 2

B80 Dek 3

DECK PANEL

HD-Dek 3

VersaDek® LS 2

EFFECTIVE SECTION MODULUS 6 (in3/ft. width)

EFFECTIVE MOMENT OF INERTIA 6 (in4/ft. width)

VersaDek® 3.5 LS Acoustical2

GAGE

VersaDek® LS ES 2

VersaDek® 3.5 LS 2

S-Dek 3

EHD-Dek 3

SD-Dek 4

VersaDek® S Acoustical 2

VersaDek® LS Acoustical 2

VersaDek® LS ES Acoustical 2

VersaDek® S ES Acoustical 2

ESR-1169 | Most Widely Accepted and Trusted Page 6 of 77

Page 7: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

DESIGN THICKNESS (in)

FULL MOMENT OF INERTIA (in4/ft.

width)

t Ix Normal, Ion Inverted, Ioi Normal, Sen Inverted, Sei

22 0.0295 0.186 0.168 0.183 0.186 0.19820 0.0358 0.225 0.214 0.223 0.231 0.24218 0.0474 0.298 0.296 0.272 0.315 0.32416 0.0598 0.375 0.375 0.375 0.405 0.40922 0.0295 0.186 0.158 0.181 0.173 0.19520 0.0358 0.225 0.203 0.221 0.226 0.23918 0.0474 0.298 0.288 0.295 0.308 0.32016 0.0598 0.375 0.374 0.374 0.398 0.40822 0.0295 0.187 0.168 0.187 0.188 0.20620 0.0358 0.227 0.215 0.227 0.235 0.25018 0.0474 0.301 0.298 0.301 0.321 0.33216 0.0598 0.379 0.379 0.379 0.413 0.41922 0.0295 0.187 0.158 0.186 0.172 0.20520 0.0358 0.227 0.204 0.226 0.227 0.25018 0.0474 0.301 0.289 0.300 0.313 0.33116 0.0598 0.379 0.377 0.379 0.406 0.41922 0.0295 0.864 0.655 0.842 0.363 0.45220 0.0358 1.048 0.868 1.040 0.477 0.56318 0.0474 1.386 1.253 1.386 0.683 0.75316 0.0598 1.747 1.674 1.747 0.887 0.94822 0.0295 0.889 0.660 0.878 0.363 0.48320 0.0358 1.078 0.875 1.073 0.477 0.59118 0.0474 1.427 1.278 1.426 0.711 0.78816 0.0598 1.800 1.713 1.800 0.926 0.99522 0.0295 0.899 0.667 0.885 0.364 0.48820 0.0358 1.090 0.879 1.085 0.479 0.60218 0.0474 1.443 1.290 1.442 0.718 0.80116 0.0598 1.819 1.730 1.819 0.941 1.01222 0.0295 0.183 0.159 0.180 0.178 0.17820 0.0358 0.222 0.204 0.220 0.232 0.23818 0.0474 0.293 0.291 0.293 0.320 0.32816 0.0598 0.370 0.370 0.370 0.412 0.41522 0.0295 0.177 0.157 0.174 0.173 0.16520 0.0358 0.215 0.201 0.212 0.214 0.22018 0.0474 0.284 0.283 0.284 0.295 0.30116 0.0598 0.358 0.358 0.361 0.379 0.38322 0.0295 0.334 0.321 0.241 0.260 0.18520 0.0358 0.405 0.400 0.344 0.339 0.27418 0.0474 0.535 0.535 0.534 0.513 0.50116 0.0598 0.675 0.675 0.675 0.662 0.66222 0.0295 0.822 0.796 0.647 0.432 0.36320 0.0358 0.997 0.988 0.885 0.558 0.49118 0.0474 1.319 1.319 1.315 0.832 0.82716 0.0598 1.663 1.663 1.663 1.063 1.06122 0.0295 0.768 0.726 0.700 0.411 0.44020 0.0358 0.931 0.913 0.885 0.529 0.56918 0.0474 1.231 1.231 1.219 0.777 0.77416 0.0598 1.550 1.550 1.547 0.978 0.977

6 Effective properties are net values

For SI: 1 inch = 25.4 mm; 1 ksi = 6.89 MPa

2 Properties are based on yield strength, Fy = 40 ksi (tensile strength, Fu = 55 ksi)3 Properties are based on 75 percent of yield strength, Fy = 80 ksi4 Properties for No. 24 and No. 26 gage deck panels are based on 75 percent of yield strength, Fy = 80 ksi; Properties for No. 22 to No. 16 gage deck panels are based on yield strength, Fy = 40 ksi (tensile strength, Fu = 55 ksi)

1 Properties are determined in accordance with AISI-NAS

5 Properties for No. 20 and No. 22 gage deck panels are based on yield strength, Fy = 50 ksi (tensile strength, Fu = 65 ksi); Properties for No. 18 and No. 16 gage deck panels are based on yield strength, Fy = 40 ksi (tensile strength, Fu = 55 ksi)

CFD-3 5

CFD-3 ES Interlocking 5

CFD-2 5

B80 Dek ES Interlocking 3

CFD-1.5 5

CFD-1.5 ES Interlocking 5

N-Dek 2

N-Dek Interlocking 2

N-Dek ES Interlocking 2

B-Dek ES 2

B80 Dek ES 3

B-Dek ES Interlocking 2

EFFECTIVE MOMENT OF INERTIA 6 (in4/ft. width)

EFFECTIVE SECTION MODULUS 6 (in3/ft. width)

TABLE 1 (Cont.) - SECTION PROPERTIES1

GAGEDECK PANEL

ESR-1169 | Most Widely Accepted and Trusted Page 7 of 77

Page 8: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

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ESR-1169 | Most Widely Accepted and Trusted Page 8 of 77

Page 9: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

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ESR-1169 | Most Widely Accepted and Trusted Page 9 of 77

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e de

cks

are

base

d on

yie

ld s

treng

th, F

y =

50 k

si (t

ensi

le s

treng

th, F

u =

65 k

si);

Pro

perti

es fo

r 18

and

16 g

age

deck

s ar

e ba

sed

on y

ield

stre

ngth

, Fy

= 40

ksi

(te

nsile

stre

ngth

, Fu

= 55

ksi

)

3 P

rope

rties

are

bas

ed o

n 75

per

cent

of y

ield

stre

ngth

, Fy =

80 k

si2

Pro

perti

es a

re b

ased

on

yiel

d st

reng

th, F

y =

40 k

si (t

ensi

le s

treng

th, F

u =

55 k

si)

EH

D-D

ek 3

GA

GE

1 P

rope

rties

are

det

erm

ined

in a

ccor

danc

e w

ith S

ectio

n C

3.4

of A

ISI-N

AS

DEC

K P

AN

EL

TAB

LE 2

C—

ALL

OW

AB

LE C

ON

CEN

TRA

TED

LO

AD

S A

ND

REA

CTI

ON

S B

ASE

D O

N W

EB C

RIP

PLIN

G (A

SD)1

HD

-Dek

3

4

GA

GE

SD

-Dek

/ IS

D-D

ek 3

BA

SE M

ETA

L TH

ICK

NES

S, t

(in)

F-D

ek 2

BA

SE M

ETA

L TH

ICK

NES

S, t

(in)

ALL

OW

AB

LE L

OA

D (P

LF) R

EAC

TIO

N L

OC

ATI

ON

1

ALL

OW

AB

LE L

OA

D (P

LF) R

EAC

TIO

N L

OC

ATI

ON

22.

5

S-D

ek 3

TAB

LE 2

B—

ALL

OW

AB

LE C

ON

CEN

TRA

TED

LO

AD

S A

ND

REA

CTI

ON

S B

ASE

D O

N W

EB C

RIP

PLIN

G (A

SD)1

BEA

RIN

G L

ENG

TH (i

n)

BEA

RIN

G L

ENG

TH (i

n)

DEC

K

0.5

1.5

1.5

22.

53

ESR-1169 | Most Widely Accepted and Trusted Page 10 of 77

Page 11: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

ESR-1169 | Most Widely Accepted and Trusted Page 11 of 77

Δwall =

FG

=′

103

TABLE 3—DIAPHRAGM FLEXIBILITY LIMITATIONS1,2,3,4,5,6

DIAPHRAGM SPAN-DEPTH LIMITATION Rotation Not Considered in Diaphragm Rotation Considered in Diaphragm F

MAXIMUM DIAPHRAGM SPAN FOR MASONRY OR CONCRETE WALLS

(feet) Masonry or

Concrete Walls Flexible Walls Masonry or

Concrete Walls Flexible Walls

More than 150 Not used Not used 2:1 Not used 11/2:1 70-150 200 2:1 or as required for

deflection 3:1 Not used 2:1

10-70 400 21/2:1 or as required for deflection

4:1 As required for deflection

21/2:1

1-10 No limitation 3:1 or as required for deflection

5:1 As required for deflection

3:1

Less than 1 No limitation As required for deflection

No limitation As required for deflection

31/2:1

For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 plf = 14.594 N/m, 1 psi = 6894 Pa. 1Diaphragms must be investigated regarding their flexibility and recommended span-depth limitations. 2Diaphragms supporting masonry or concrete walls must have their deflections limited to the following amount:

H fEt

2c

0.01 where:

H = Unsupported height of wall in feet. t = Thickness of wall in inches. E = Modulus of elasticity of wall material for deflection determination in pounds per square inch. fc = Allowable compression strength of wall material in flexure in pounds per square inch. For concrete, fc = 0.45 f′c.

For masonry, fc = Fb = 0.33 f′m. 3The total deflection Δ of the diaphragm may be computed from the equation: Δ = Δf + Δw where:

Δf = Flexural deflection of the diaphragm determined in the same manner as the deflection of beams. Δw = The web deflection may be determined by the equation:

where:

L = Distance in feet between vertical resisting element (such as shear wall) and the point to which the deflection is to be determined.

qave = Average shear in diaphragm in pounds per foot over length L. F = Flexibility factor: The average micro inches (μm) a diaphragm web will deflect in a span of 1 foot (m) under a

shear of 1 pound per foot (N/m). , Where G′ = effective shear modules based on profile and thickness

of deck panel and type and spacing of connectors.

4When applying these limitations to cantilevered diaphragms, the allowable span-depth ratio will be half that shown. 5Diaphragm classification (flexible or rigid) and deflection limits must comply with the diaphragm design considerations in Section 4.1. 6If there is a conflict between this table and the code requirements, the code requirements govern.

Δ waveq L F

=10 6

Page 12: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 575 348.3 646 352.5 495 345.4 542 348.6 455 343.7 490 346.3 431 342.6 459 344.9 415 341.9 438 343.8

12" 477 334.6 548 341.5 397 329.3 444 335.0 356 326.2 392 331.0 332 324.2 361 328.3 316 322.8 340 326.418" 444 327.8 515 336.4 364 321.0 411 328.3 324 317.1 359 323.3 300 314.5 328 319.9 283 312.7 307 317.424" 428 323.7 499 333.4 347 316.0 395 324.3 307 311.5 343 318.6 283 308.5 312 314.7 267 306.4 291 311.930" ----- ---- ---- ---- 338 312.7 385 321.7 297 307.7 333 315.5 273 304.4 302 311.3 257 302.1 281 308.236" ---- ---- ---- ----- 331 310.3 378 319.8 291 305.0 326 313.3 267 301.5 295 308.8 251 299.0 274 305.5

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 688 363.5 779 368.6 583 359.8 644 363.8 531 357.7 577 361.0 500 356.4 536 359.2 479 355.5 509 357.9

12" 570 346.6 661 355.0 465 340.1 526 347.0 413 336.4 458 342.2 381 334.0 418 339.0 360 332.4 391 336.718" 530 338.3 622 348.7 426 330.2 486 338.9 373 325.5 419 332.9 342 322.5 378 328.9 321 320.3 351 325.924" 511 333.5 602 345.1 406 324.3 467 334.2 354 318.9 399 327.4 322 315.4 359 322.7 301 312.9 332 319.430" ----- ---- ---- ---- 394 320.4 455 331.0 342 314.5 387 323.7 310 310.7 347 318.7 290 307.9 320 315.036" ---- ---- ---- ----- 386 317.5 447 328.8 334 311.3 380 321.0 303 307.2 339 315.7 282 304.3 312 311.9

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 934 391.6 1070 398.7 773 386.5 864 392.0 693 383.6 761 388.1 645 381.9 699 385.6 613 380.6 658 383.9

12" 776 368.5 913 380.0 616 359.8 707 369.1 536 355.0 604 362.7 487 351.8 542 358.4 455 349.6 501 355.418" 724 357.5 861 371.4 563 346.9 655 358.3 483 340.8 552 350.4 435 336.8 490 345.1 403 334.0 449 341.324" 698 351.1 835 366.5 537 339.2 628 352.0 457 332.3 525 343.1 409 327.8 464 337.2 377 324.6 422 332.930" ----- ---- ---- ---- 521 334.1 613 347.9 441 326.6 510 338.4 393 321.7 448 331.9 361 318.3 407 327.336" ---- ---- ---- ----- 511 330.5 602 344.9 431 322.6 499 335.0 383 317.4 437 328.2 350 313.8 396 323.3

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1328 417.0 1547 426.1 1061 410.6 1208 417.5 928 407.0 1037 412.6 848 404.8 935 409.5 794 403.2 867 407.3

12" 1133 388.1 1353 402.4 866 377.4 1013 388.8 733 371.4 843 380.9 653 367.5 741 375.6 599 364.9 673 371.918" 1068 374.5 1288 391.7 801 361.5 948 375.5 668 354.1 778 365.8 588 349.3 676 359.3 534 346.0 608 354.724" 1036 366.7 1255 385.6 769 352.2 915 367.8 635 343.9 745 357.0 555 338.5 643 349.8 502 334.8 575 344.630" ----- ---- ---- ---- 749 346.1 896 362.7 616 337.2 726 351.2 536 331.4 624 343.5 482 327.3 556 337.936" ---- ---- ---- ----- 736 341.8 883 359.3 603 332.4 713 347.1 523 326.3 611 339.0 469 322.0 543 333.2

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/5 = 5 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 431 342.6 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:

2'-0" Span30/7 Pattern

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS*#10 x 3/4" SCREWS AT SIDELAPS

30/5 Pattern 30/7 Pattern30/5 Pattern 30/7 Pattern

30/5 Pattern 30/7 Pattern

22 Gage S-Dek with Insulating Concrete

30/7 Pattern

5'-0" Span30/5 Pattern

30/5 Pattern3'-0" Span 4'-0" Span

30/7 Pattern30/5 Pattern 30/7 Pattern 30/5 Pattern

30/7 Pattern

24 Gage S-Dek with Insulating Concrete2'-0" Span 3'-0" Span 4'-0" Span

30/5 Pattern

5'-0" Span 6'-0" Span

30/5 Pattern 30/7 Pattern 30/5 Pattern 30/7 Pattern 30/5 Pattern

30/7 Pattern

26 Gage S-Dek with Insulating Concrete2'-0" Span 3'-0" Span 4'-0" Span 5'-0" Span

30/7 Pattern30/5 Pattern 30/7 Pattern 30/5 Pattern 30/7 Pattern 30/5 Pattern

30/7 Pattern

30/7 Pattern

30/5 Pattern 30/7 Pattern

ALLOWABLE DIAPHRAGM SHEAR VALUESBASED ON THREE SPAN CONDITION

30/5 Pattern 30/7 Pattern 30/5 Pattern

30/5 Pattern 30/5 Pattern

6'-0" Span

5'-0" Span 6'-0" Span

30/5 Pattern 30/7 Pattern30/7 Pattern

30/5 Pattern

The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.

TABLE 4

28 Gage S-Dek with Insulating Concrete2'-0" Span 3'-0" Span 4'-0" Span 5'-0" Span 6'-0" Span

S-DEK Fy = 80 ksi w/ INSULATING CONCRETE

ESR-1169 | Most Widely Accepted and Trusted Page 12 of 77

Page 13: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 583 359.0 658 362.9 531 357.0 587 360.2 500 355.7 544 358.4 479 354.8 516 357.1 464 354.2 496 356.2

12" 465 339.6 540 346.4 413 335.9 469 341.7 381 333.6 426 338.5 360 331.9 398 336.2 346 330.7 377 334.518" 426 329.8 500 338.4 373 325.2 429 332.5 342 322.1 387 328.5 321 320.0 358 325.6 306 318.4 338 323.424" 406 324.0 481 333.7 354 318.7 410 327.0 322 315.2 367 322.4 301 312.7 339 319.1 286 310.8 318 316.630" ----- ---- ---- ---- 342 314.3 398 323.3 310 310.4 355 318.4 290 307.7 327 314.8 275 305.7 307 312.036" ---- ---- ---- ----- 334 311.1 390 320.7 303 307.0 347 315.5 282 304.2 319 311.6 267 302.0 299 308.7

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 773 385.5 885 390.9 693 382.7 777 387.1 645 381.0 712 384.7 613 379.8 669 383.0 590 378.9 638 381.7

12" 616 359.2 728 368.4 536 354.4 620 362.0 487 351.3 555 357.8 455 349.1 511 354.8 432 347.6 480 352.618" 616 359.2 728 368.4 483 340.4 567 349.9 435 336.4 502 344.6 403 333.7 459 340.9 380 331.6 428 338.024" 537 338.8 649 351.5 457 331.9 541 342.7 409 327.5 476 336.8 377 324.3 433 332.5 354 322.0 402 329.330" ----- ---- ---- ---- 441 326.4 525 338.0 393 321.5 460 331.6 361 318.1 417 327.0 338 315.6 386 323.536" ---- ---- ---- ----- 431 322.4 515 334.6 383 317.2 450 327.9 350 313.6 407 323.0 328 310.9 376 319.3

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1061 409.5 1241 416.3 928 406.0 1062 411.5 848 403.8 955 408.4 794 402.3 884 406.3 756 401.1 833 404.7

12" 866 376.7 1046 388.1 733 370.8 868 380.2 653 367.0 761 375.0 599 364.3 689 371.3 561 362.4 638 368.518" 801 361.0 981 374.8 668 353.7 803 365.3 588 348.9 696 358.9 534 345.6 624 354.3 496 343.2 573 350.924" 769 351.8 948 367.2 635 343.6 770 356.5 555 338.2 663 349.4 502 334.5 592 344.3 464 331.7 541 340.430" ----- ---- ---- ---- 616 336.9 751 350.8 536 331.1 644 343.1 482 327.1 572 337.6 444 324.1 521 333.536" ---- ---- ---- ----- 603 332.1 738 346.8 523 326.1 631 338.7 469 321.8 559 332.9 431 318.6 508 328.6

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1253 434.5 1470 442.9 1092 430.2 1255 437.0 996 427.5 1126 433.2 932 425.6 1040 430.5 886 424.3 979 428.6

12" 1017 394.7 1233 408.3 856 387.6 1018 398.8 760 383.0 889 392.6 695 379.9 804 388.2 649 37.6 742 384.918" 938 375.9 1154 392.4 777 367.2 939 381.0 681 361.7 811 373.4 617 357.8 725 368.0 571 354.9 663 363.924" 898 365.0 1115 383.3 738 355.3 900 370.6 641 349.1 771 362.2 577 344.7 685 356.2 531 341.5 624 351.730" ----- ---- ---- ---- 714 347.5 876 363.9 618 340.8 748 354.9 553 336.2 662 348.4 508 332.7 600 343.636" ---- ---- ---- ----- 698 342.0 861 359.1 602 335.0 732 349.7 538 330.1 646 342.9 492 326.4 585 337.9

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/5 = 5 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 500 355.7 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:

30/7 Pattern

30/5 Pattern 30/7 Pattern 30/5 Pattern30/7 Pattern 30/5 Pattern 30/7 Pattern

3'-0" Span 4'-0" Span30/7 Pattern

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *#10 x 3/4" SCREWS AT SIDELAPS

6'-0" Span30/5 Pattern30/5 Pattern 30/7 Pattern30/5 Pattern

HD-DEK Fy = 80 ksi w/ INSULATING CONCRETE

ALLOWABLE DIAPHRAGM SHEAR VALUESBASED ON THREE SPAN CONDITION

30/5 Pattern 30/7 Pattern

26 Gage HD-Dek* with Insulating Concrete7'-0" Span

30/5 Pattern 30/7 Pattern5'-0" Span

24 Gage HD-Dek* with Insulating Concrete

30/5 Pattern 30/7 Pattern

22 Gage HD-Dek with Insulating Concrete3'-0" Span 6'-0" Span 7'-0" Span

30/7 Pattern

3'-0" Span30/5 Pattern

7'-0" Span30/5 Pattern30/7 Pattern

4'-0" Span 5'-0" Span

30/7 Pattern4'-0" Span 5'-0" Span 6'-0" Span

30/5 Pattern

6'-0" Span

30/5 Pattern30/5 Pattern 30/7 Pattern

4'-0" Span 5'-0" Span30/5 Pattern

7'-0" Span

TABLE 5

30/5 Pattern 30/7 Pattern30/5 Pattern 30/7 Pattern 30/5 Pattern

30/7 Pattern

30/7 Pattern 30/7 Pattern

20 Gage HD-Dek with Insulating Concrete

30/5 Pattern 30/7 Pattern

30/5 Pattern 30/7 Pattern

3'-0" Span

The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.

30/5 Pattern5'-0" Span

ESR-1169 | Most Widely Accepted and Trusted Page 13 of 77

Page 14: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 495 356.3 520 358.9 471 355.6 491 357.7 454 355.1 472 356.9 443 354.7 458 356.3 434 354.5 447 355.8

12" 376 332.8 402 337.6 352 331.4 373 335.4 336 330.4 353 333.8 325 329.7 339 332.7 316 329.1 329 331.818" 337 320.2 363 326.5 313 318.3 333 323.6 297 317.0 314 321.6 285 316.1 300 320.1 277 315.3 290 318.924" 317 312.4 343 319.7 293 310.2 314 316.4 277 308.7 294 314.0 266 207.5 280 312.2 257 306.7 270 310.930" ----- ---- ---- ---- 281 304.6 302 311.5 265 302.9 282 308.8 254 301.7 269 306.9 245 300.7 258 305.436" ---- ---- ---- ----- 273 300.6 294 307.9 257 298.8 275 305.1 246 297.4 261 303.0 237 296.4 250 301.4

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 638 381.9 677 385.3 601 380.9 632 383.7 576 380.2 602 382.6 558 379.7 581 381.8 545 379.3 564 381.2

12" 481 350.3 520 356.6 444 348.4 475 353.7 419 347.1 445 351.6 401 346.2 423 350.1 388 345.5 407 349.018" 429 334.0 467 342.1 391 331.5 422 338.3 366 329.9 392 335.7 349 328.6 371 333.8 335 327.7 355 332.324" 402 324.0 441 333.3 365 321.3 396 329.0 340 319.3 366 326.0 323 317.8 345 323.8 309 316.8 329 322.130" ----- ---- ---- ---- 349 314.2 380 322.8 325 312.1 350 319.5 307 310.5 329 317.0 294 309.4 313 315.236" ---- ---- ---- ----- 339 309.2 370 318.3 314 306.9 340 314.8 296 305.3 318 312.2 283 304.0 302 310.2

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 840 404.9 902 409.3 778 403.6 827 407.2 736 402.8 777 405.8 706 402.1 742 404.8 684 401.7 715 404.0

12" 645 365.7 707 373.5 583 363.4 632 369.9 541 361.9 582 367.4 511 360.7 547 365.5 489 359.9 520 364.118" 580 346.0 642 355.8 518 343.1 567 351.2 476 341.1 517 348.1 446 339.6 482 345.7 424 338.5 455 344.024" 548 334.1 610 345.2 485 330.8 535 340.1 444 328.5 485 336.5 414 326.8 449 333.8 391 325.5 422 331.830" ----- ---- ---- ---- 466 322.5 515 332.6 424 320.0 465 328.7 394 318.2 430 325.8 372 316.8 403 323.636" ---- ---- ---- ----- 453 316.6 502 327.3 411 313.9 452 323.2 381 312.0 417 320.1 359 310.5 390 317.8

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 987 428.9 1062 434.2 912 427.3 972 431.7 861 426.2 911 430.0 826 425.5 868 428.7 799 424.9 836 427.8

12" 750 381.5 825 390.8 675 378.8 735 386.5 625 377.0 675 383.5 589 375.6 632 381.3 562 374.6 600 379.618" 672 358.2 746 369.7 596 354.8 656 364.4 546 352.4 596 360.7 510 350.7 553 357.9 483 349.4 521 355.824" 632 344.3 707 357.3 557 340.4 617 351.3 507 337.8 557 347.1 471 335.8 514 344.0 444 334.3 481 341.630" ----- ---- ---- ---- 533 330.9 593 342.6 483 328.0 533 338.1 447 325.9 490 334.7 420 324.3 458 332.236" ---- ---- ---- ----- 518 324.1 577 336.4 467 321.0 517 331.7 431 318.8 474 328.1 405 317.1 442 325.4

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (32/3 = 3 welds over 32" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 471 355.6 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES: The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).

32/3 Pattern

8'-0" Span32/3 Pattern

32/3 Pattern5'-0" Span

32/3 Pattern 32/4 Pattern 32/3 Pattern 32/4 Pattern32/3 Pattern 32/4 Pattern

20 Gage EHD-Dek4'-0" Span 5'-0" Span

32/4 Pattern32/4 Pattern32/3 Pattern

32/3 Pattern 32/4 Pattern8'-0" Span

32/4 Pattern 32/3 Pattern 32/4 Pattern

6'-0" Span

EHD-DEK Fy = 80 ksi w/ INSULATING CONCRETE

ALLOWABLE DIAPHRAGM SHEAR VALUESBASED ON THREE SPAN CONDITION

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

7'-0" Span

32/3 Pattern 32/4 Pattern 32/3 Pattern 32/4 Pattern

32/4 Pattern32/3 Pattern 32/4 Pattern

5'-0" Span 6'-0" Span 7'-0" Span

32/3 Pattern 32/4 Pattern

22 Gage EHD-Dek4'-0" Span

4'-0" Span 5'-0" Span 8'-0" Span32/3 Pattern 32/4 Pattern32/3 Pattern 32/4 Pattern 32/3 Pattern

6'-0" Span 7'-0" Span

TABLE 6

32/3 Pattern 32/4 Pattern

26 Gage EHD-Dek *8'-0" Span7'-0" Span

32/3 Pattern 32/4 Pattern 32/3 Pattern

#10 x 3/4" SCREWS AT SIDELAPS

The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.

32/4 Pattern4'-0" Span 5'-0" Span 6'-0" Span

32/3 Pattern 32/4 Pattern32/3 Pattern 32/4 Pattern

24 Gage EHD-Dek *

ESR-1169 | Most Widely Accepted and Trusted Page 14 of 77

Page 15: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 630 302.0 636 303.1 595 300.7 600 301.7 572 299.8 576 300.7 556 299.2 559 299.9 543 298.7 546 299.3

12" 512 283.0 518 285.2 477 280.6 482 282.5 454 279.0 458 280.6 437 277.7 441 279.2 425 276.8 428 278.118" 472 273.3 478 276.1 438 270.2 442 272.6 415 268.0 419 270.1 398 266.4 401 268.3 386 265.1 389 266.824" 453 267.3 459 270.5 418 263.8 423 266.6 395 261.2 399 263.7 378 259.3 382 261.6 366 257.9 369 259.930" ----- ---- ---- ---- 406 259.4 411 262.5 383 256.7 387 259.4 367 254.6 370 257.0 354 252.9 357 255.136" ---- ---- ---- ----- ----- ----- ----- ----- 375 253.3 379 256.2 359 251.1 362 253.7 346 249.4 349 251.7

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 800 327.2 809 328.8 747 325.4 754 326.8 712 324.2 718 325.4 686 323.3 691 324.3 667 322.6 672 323.5

12" 643 301.5 652 304.4 590 298.3 597 300.8 554 296.1 560 298.3 529 294.5 534 296.4 510 293.2 515 295.018" 590 288.6 599 292.3 537 284.6 544 287.8 502 281.8 508 284.6 477 279.7 482 282.2 458 278.1 462 280.324" 564 280.9 573 285.1 511 276.4 518 279.9 476 273.1 482 276.3 450 270.7 456 273.5 431 268.8 436 271.430" ----- ---- ---- ---- 495 270.8 503 274.7 460 267.3 466 270.7 435 264.6 440 267.7 416 262.6 420 265.436" ---- ---- ---- ----- ----- ----- ----- ----- 450 263.1 455 266.7 424 260.3 429 263.6 405 258.1 410 261.1

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 960 357.8 1120 364.5 890 356.1 1018 361.8 844 355.0 950 359.8 810 354.2 901 358.4 785 353.5 865 357.3

12" 766 323.9 925 336.0 695 320.8 823 331.2 649 318.7 755 327.7 615 317.1 707 325.1 590 315.8 670 323.018" 701 306.4 860 321.9 630 302.4 758 315.7 584 299.6 690 311.3 550 297.5 642 307.9 525 295.9 605 305.224" 668 295.8 828 313.4 598 291.1 726 306.4 551 287.8 658 301.3 518 285.4 609 297.4 493 283.5 573 294.430" ----- ---- ---- ---- 578 283.4 706 300.2 532 279.8 638 294.6 498 277.2 690 290.4 473 275.1 553 287.036" ---- ---- ---- ----- ----- ----- ----- ----- 519 274.1 625 289.8 485 271.2 577 285.3 460 269.0 540 281.8

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 1115 383.4 1307 391.8 1031 381.4 1184 388.4 974 380.0 1103 386.0 934 378.9 1044 384.2 904 378.1 1000 382.8

12" 878 342.0 1071 356.7 794 338.3 948 350.8 738 335.7 866 346.5 698 333.8 808 343.4 668 332.3 764 340.918" 800 321.1 992 339.6 715 316.3 869 332.1 659 312.9 787 326.8 619 310.4 729 322.8 589 308.6 685 319.624" 760 308.4 953 329.4 676 302.9 830 321.0 620 299.1 748 315.0 579 296.2 689 310.4 549 294.0 645 306.830" ----- ---- ---- ---- 652 293.9 806 313.6 596 289.7 724 307.0 556 286.6 666 302.1 526 284.2 622 298.236" ---- ---- ---- ----- ----- ----- ----- ----- 580 283.0 708 301.4 540 279.7 650 296.1 510 277.2 606 292.0

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/4 = 4 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 513 352.1 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:

36/4 Pattern8'-0" Span5'-0" Span 6'-0" Span 7'-0" Span

30/6 Pattern30/4 Pattern 30/6 Pattern30/6 Pattern

8'-0" Span36/4 Pattern 36/7 Pattern 36/4 Pattern 36/7 Pattern36/4 Pattern 36/7 Pattern 36/4 Pattern 36/7 Pattern

4'-0" Span 5'-0" Span 6'-0" Span 7'-0" Span20 Gage SD-Dek with Insulating Concrete

36/4 Pattern 36/7 Pattern 36/4 Pattern 36/4 Pattern 36/7 Pattern36/4 Pattern 36/7 Pattern 36/7 Pattern36/7 Pattern

30/4 Pattern5'-0" Span

36/4 Pattern 36/7 Pattern

22 Gage SD-Dek with Insulating Concrete4'-0" Span

TABLE 7

30/4 Pattern 30/6 Pattern

26 Gage SD-Dek* with Insulating Concrete8'-0" Span4'-0" Span 5'-0" Span 6'-0" Span

24 Gage SD-Dek* with Insulating Concrete

30/4 Pattern 30/6 Pattern 30/4 Pattern4'-0" Span 7'-0" Span

30/6 Pattern 30/4 Pattern5'-0" Span

SD-DEK w/ INSULATING CONCRETE

ALLOWABLE DIAPHRAGM SHEAR VALUES

30/4 Pattern 30/4 Pattern

BASED ON THREE SPAN CONDITIONWELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

#10 x 3/4" SCREWS AT SIDELAPS

30/6 Pattern7'-0" Span

30/4 Pattern

30/6 Pattern8'-0" Span6'-0" Span

30/4 Pattern 30/6 Pattern 30/4 Pattern 30/6 Pattern

The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.The values in these tables for the No. 22 gage and No. 20 gage panels are based on Fy=40 ksi and Fu=55ksi.

ESR-1169 | Most Widely Accepted and Trusted Page 15 of 77

Page 16: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 428 353.0 523 357.5 417 351.8 493 355.6 410 351.0 473 354.3 405 350.4 459 353.3 401 349.9 449 352.5

12" 309 333.8 405 341.9 299 331.6 375 338.6 291 329.9 355 336.1 286 328.8 341 334.3 283 327.8 330 332.818" 270 323.9 365 334.2 259 321.0 336 330.0 252 318.9 316 326.9 247 317.3 302 324.5 243 316.1 291 322.624" 250 317.9 346 329.6 239 314.4 316 324.8 232 312.0 296 321.3 227 310.2 282 318.5 223 308.8 271 316.430" ----- ---- ---- ---- 228 310.0 304 321.4 220 307.3 284 317.5 215 305.3 270 314.5 212 303.8 259 312.136" ---- ---- ---- ----- 220 306.8 296 318.9 213 304.0 276 314.8 208 301.8 262 311.6 204 300.1 251 309.1

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 527 378.1 671 384.3 512 376.4 627 381.7 502 375.3 598 379.8 495 374.4 577 378.5 490 373.8 561 377.4

12" 370 352.1 513 363.0 355 349.1 470 358.4 345 347.0 441 355.2 338 345.4 420 352.7 332 344.2 404 350.818" 318 339.1 461 352.6 303 335.2 417 347.0 292 332.5 388 342.9 285 330.5 367 339.8 280 328.9 352 337.424" 291 331.2 435 346.6 276 326.8 391 340.2 266 323.7 362 335.6 259 321.4 341 332.1 254 319.6 325 329.330" ----- ---- ---- ---- 261 321.2 375 335.8 251 317.8 346 330.8 243 315.2 325 326.9 238 313.3 310 323.936" ---- ---- ---- ----- 250 317.2 365 332.6 240 313.5 336 327.3 233 310.8 315 323.2 228 308.7 299 320.0

* Shears are based on Weld Washers (0.060" thickness) with 3/8"diameter holes and E60XX electrodes.

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 806 417.3 886 521.6 750 414.3 814 418.0 713 412.3 766 415.5 687 410.7 732 413.6 667 409.5 707 412.1

12" 611 389.8 691 397.2 556 384.7 619 391.2 518 380.9 571 386.7 492 378.1 537 383.4 472 375.9 512 380.718" 546 376.3 626 385.5 491 369.8 554 378.0 453 365.0 507 372.4 427 361.4 472 368.1 407 358.6 447 364.724" 514 368.3 594 378.6 458 360.8 522 370.1 421 355.4 474 363.8 394 351.3 440 359.0 374 348.0 414 355.130" ----- ---- ---- ---- 439 354.9 502 364.9 401 349.0 455 358.1 375 344.5 420 352.8 355 340.9 395 348.636" ---- ---- ---- ----- 426 350.6 489 361.3 388 344.4 442 354.1 362 339.6 407 348.5 342 335.8 382 344.0

SidelapSpacing

o/c S G' S G' S G' S G' S G' S G' S G' S G' S G' S G'6" 947 444.9 1043 450.2 880 441.2 957 445.8 835 438.6 899 442.7 803 436.7 858 440.3 779 435.2 827 438.5

12" 710 411.0 806 420.0 643 404.7 720 412.7 598 400.2 662 407.3 566 396.8 621 403.1 542 394.1 590 399.918" 632 394.6 728 405.7 564 386.7 641 396.6 520 381.0 584 389.9 487 376.7 542 384.8 463 373.4 511 380.724" 592 384.9 688 397.4 525 376.0 602 387.2 480 369.6 544 379.6 448 364.7 503 373.8 424 360.8 472 369.230" ----- ---- ---- ---- 501 368.9 578 380.9 456 362.0 520 372.8 424 356.6 479 366.5 400 352.4 448 361.536" ---- ---- ---- ----- 486 363.9 562 376.5 441 356.5 505 368.0 409 350.9 463 361.3 385 346.4 433 356.1

Sidelap Center-to-center Span of deck in feetSpacing Welding Pattern (30/3 = 3 welds over 30" cover width)

o/c S G' S is the Allowable Design Diaphragm Strength in pounds per linear foot (plf)6" 370 345.2 G' is the Stiffness in kips per inch (kip/in) of the steel panels as the diaphragm web

Sidelap spacing in inches on center per span

NOTES:

WELD WASHERS (3/8" DIA. HOLE) USED AT SUPPORTS *

36/6 Pattern

#10 x 3/4" SCREWS AT SIDELAPS

7'-0" Span30/3 Pattern 30/5 Pattern

36/4 Pattern 36/6 Pattern 36/4 Pattern8'-0" Span

7'-0" Span36/6 Pattern36/4 Pattern 36/6 Pattern

36/4 Pattern 36/6 Pattern36/4 Pattern

20 Gage ISD-Dek with Insulating Concrete (36" Cover Width)

36/6 Pattern36/6 Pattern36/4 Pattern5'-0" Span 6'-0" Span 7'-0" Span

ALLOWABLE DIAPHRAGM SHEAR VALUES

30/3 Pattern

36/4 Pattern

30/5 Pattern

24 Gage ISD-Dek* with Insulating Concrete (30" Cover Width)

30/3 Pattern 30/5 Pattern 30/3 Pattern

36/6 Pattern8'-0" Span

BASED ON THREE SPAN CONDITION

TABLE 8

30/3 Pattern 30/5 Pattern

26 Gage ISD-Dek* with Insulating Concrete (30" Cover Width)8'-0" Span4'-0" Span 5'-0" Span 6'-0" Span

30/5 Pattern

36/4 Pattern

30/5 Pattern

SD-DEK INVERTED w/Insulating Concrete

30/3 Pattern

8'-0" Span4'-0" Span 5'-0" Span 6'-0" Span 7'-0" Span

30/3 Pattern

30/3 Pattern5'-0" Span

30/5 Pattern30/3 Pattern

5'-0" Span4'-0" Span

30/5 Pattern30/3 Pattern

4'-0" Span

30/5 Pattern30/3 Pattern

36/6 Pattern 36/4 Pattern 36/6 Pattern6'-0" Span

30/5 Pattern

36/4 Pattern

22 Gage ISD-Dek with Insulating Concrete (36" Cover Width)

The nominal shear values, Sn, have been divided by SF of 3.25 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The information used to generate the values in this table are based on Fy=60 ksi and Fu=62 ksi in accordance with AISI-NAS Section A2.3.2.The values in these tables for the No. 22 gage and No. 20 gage panels are based on Fy=40 ksi and Fu=55ksi.

ESR-1169 | Most Widely Accepted and Trusted Page 16 of 77

Page 17: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

LW Conc. Single Double Triple LW Conc. Single Double Triple110 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 110 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0"

6'-7" 8'-8" 8'-9" 299 220 168 90 57 34 19 5'-3" 7'-0" 7'-2" 400 400 393 306 244 197 1621357 1318 1288 1265 1247 1231 1219 2355 2315 2285 2262 2244 2228 22162001 2000 1999 1998 1997 1996 1996 4378 4377 4375 4374 4374 4373 4373

7'-10" 10'-3" 10'-6" 332 244 187 134 97 40 23 6'-2" 8'-4" 8'-5" 400 400 400 346 276 224 1851472 1424 1389 1361 1338 1320 1305 2469 2421 2386 2358 2336 2317 23022016 2014 2013 2011 2010 2010 2009 4393 4391 4389 4388 4387 4387 4386

8'-4" 10'-8" 11'-0" 257 189 145 114 93 76 31 6'-7" 8'-8" 9'-0" 400 400 368 291 213 172 1411543 1490 1451 1420 1395 1375 1358 2540 2487 2448 2417 2392 2372 23562040 2038 2036 2034 2033 2032 2031 4417 4414 4413 4411 4410 4409 4408

9'-9" 11'-11" 12'-4" 243 178 137 108 87 72 61 7'-8" 9'-9" 10'-1" 400 400 353 279 226 164 1341724 1659 1610 1571 1541 1516 1495 2721 2656 2607 2568 2538 2513 24922063 2060 2058 2056 2055 2054 2053 4440 4437 4432 4433 4432 4431 4430

6'-3" 8'-3" 8'-4" 381 280 214 143 94 61 38 5'-1" 6'-10" 6'-11" 400 400 400 345 275 223 1841557 1517 1488 1464 1446 1431 1418 2554 2514 2485 2461 2443 2428 24152477 2475 2474 2473 2472 2472 2471 4854 4852 4851 4850 4849 4848 4848

7'-5" 9'-9" 10'-0" 400 311 238 188 145 70 45 6'-0" 8'-0" 8'-2" 400 400 400 391 312 254 2091671 1624 1588 1560 1538 1520 1504 2669 2621 2585 2557 2535 2517 25022491 2489 2488 2487 2486 2485 2484 4868 4866 4865 4864 4863 4862 4861

7'-10" 10'-2" 10'-6" 330 242 186 147 119 84 55 6'-4" 8'-5" 8'-8" 400 400 400 304 241 195 1601742 1690 1650 1619 1595 1575 1558 2740 2687 2647 2616 2592 2572 25552515 2513 2511 2510 2509 2508 2507 4892 4890 4888 4887 4885 4884 4884

9'-3" 11'-4" 11'-9" 313 230 176 139 113 93 64 7'-5" 9'-5" 9'-9" 400 400 400 316 231 187 1531924 1858 1809 1771 1740 1715 1694 2921 2855 2806 2768 2737 2712 26912539 2536 2534 2532 2530 2529 2528 4915 4913 4910 4909 4907 4906 4905

5'-11" 7'-11" 8'-0" 400 343 263 192 144 97 65 4'-11" 6'-7" 6'-8" 400 400 400 385 307 249 2051756 1717 1687 1664 1645 1630 1618 2753 2714 2684 2661 2642 2627 26152952 2951 2949 2948 2948 2947 2946 5329 5327 5326 5325 5324 5324 5323

7'-0" 9'-4" 9'-6" 400 383 293 231 160 109 74 5'-10" 7'-9" 7'-11" 400 400 400 400 348 283 2341871 1823 1787 1760 1737 1719 1704 2868 2820 2784 2757 2734 2716 27012967 2965 2963 2962 2961 2960 2960 5343 5341 5340 5339 5338 5337 5337

7'-6" 9'-9" 10'-1" 400 299 229 181 147 105 86 6'-2" 8'-2" 8'-5" 400 400 400 340 270 219 1801942 1889 1850 1819 1794 1774 1757 2939 2886 2847 2816 2791 2771 27542991 2988 2987 2985 2984 2983 2982 5368 5365 5363 5362 5361 5360 5359

8'-9" 10'-11" 11'-3" 388 285 218 172 140 115 80 7'-2" 9'-2" 9'-5" 400 400 400 354 259 210 1722123 2058 2008 1970 1940 1915 1894 3120 3055 3006 2967 2937 2912 28913014 3011 3009 3007 3006 3005 3004 5391 5388 5386 5384 5383 5381 5380

5'-8" 7'-7" 7'-8" 400 400 295 229 182 143 99 4'-9" 6'-5" 6'-6" 400 400 400 400 339 275 2271956 1916 1886 1863 1845 1830 1817 2953 2913 2883 2860 2842 2827 28143427 3426 3425 3424 3423 3422 3422 5804 5803 5801 5801 5800 5799 5799

6'-9" 8'-11" 9'-1" 400 400 349 276 205 159 111 5'-8" 7'-7" 7'-8" 400 400 400 400 385 313 2592070 2023 1987 1959 1937 1918 1903 3067 3020 2984 2956 2934 2916 29003442 3440 3439 3437 3437 3436 3435 5819 5817 5815 5814 5813 5813 5812

7'-2" 9'-4" 9'-8" 400 358 274 217 157 127 103 6'-0" 7'-11" 8'-2" 400 400 400 377 300 243 1992141 2089 2049 2018 1994 1973 1957 3138 3086 3046 3015 2991 2971 29543466 3464 3462 3460 3459 3458 3458 5843 5840 5839 5837 5836 5835 5834

8'-4" 10'-5" 10'-10" 400 342 262 207 168 120 98 6'-11" 8'-11" 9'-2" 400 400 400 392 288 233 1912323 2257 2208 2170 2139 2114 2093 3320 3254 3205 3167 3136 3111 30903489 3486 3484 3483 3481 3480 3479 5866 5863 5861 5859 5858 5857 5856

5'-5" 7'-3" 7'-5" 400 400 343 267 213 172 141 4'-8" 6'-3" 6'-4" 400 400 400 400 371 302 2492155 2115 2086 2063 2044 2029 2016 3152 3113 3083 3060 3041 3026 30143903 3901 3900 3899 3898 3898 3897 6280 6278 6277 6276 6275 6275 6274

6'-5" 8'-7" 8'-9" 400 400 400 301 240 195 157 5'-6" 7'-4" 7'-6" 400 400 400 400 400 344 2842270 2222 2186 2158 2136 2118 2103 3267 3219 3183 3155 3133 3115 31003917 3915 3914 3913 3912 3911 3911 6294 6292 6291 6290 6289 6288 6287

6'-10" 9'-0" 9'-3" 400 400 321 253 185 149 122 5'-10" 7'-8" 7'-11" 400 400 400 400 329 267 2192341 2288 2248 2218 2193 2173 2156 3338 3285 3246 3215 3190 3170 31533941 3939 3937 3936 3935 3934 3933 6318 6316 6314 6313 6311 6311 6310

8'-0" 10'-1" 10'-5" 400 400 307 243 197 142 116 6'-9" 8'-8" 8'-11" 400 400 400 399 317 256 2102522 2456 2407 2369 2338 2313 2293 3519 3453 3404 3366 3335 3310 32903965 3962 3960 3958 3956 3955 3954 6342 6339 6336 6335 6333 6332 6331

NOTES:

Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition".

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUESFOR COMPOSITE FLOOR-DEK 1.5 (CFD-1.5) WITH STRUCTURAL LIGHTWEIGHT CONCRETE FILL

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans

18 S (plf)G' (kips/in.)

Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.

G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

Superimposed Live Loads (psf) - No Shear Studs

Span

4"

22 S (plf)G' (kips/in.)

20

3.5"

22 S (plf)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

4.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

G' (kips/in.)

20 S (plf)G' (kips/in.)

TABLE 9

16 S (plf)G' (kips/in.)

7.5"

S (plf)22

7"

22 S (plf)

16 S (plf)G' (kips/in.)

S (plf)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

G' (kips/in.)

Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20

ESR-1169 | Most Widely Accepted and Trusted Page 17 of 77

Page 18: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

NW Conc. Single Double Triple NW Conc. Single Double Triple145 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 145 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0"

6'-0" 8'-0" 8'-1" 319 234 179 116 73 45 25 4'-9" 6'-5" 6'-6" 400 400 400 313 248 200 1631767 1727 1698 1675 1656 1641 1628 3276 3236 3207 3184 3165 3150 31372001 2000 1999 1998 1997 1996 1996 4378 4377 4375 4374 4374 4373 4373

7'-2" 9'-6" 9'-8" 355 261 200 158 83 52 30 5'-7" 7'-6" 7'-8" 400 400 400 355 282 228 1871882 1834 1798 1770 1748 1730 1715 3391 3343 3307 3279 3257 3239 32242016 2014 2013 2011 2010 2010 2009 4393 4391 4389 4388 4387 4387 4386

7'-8" 9'-11" 10'-3" 278 204 156 124 100 63 39 5'-11" 7'-10" 8'-1" 400 400 387 276 218 175 1421953 1900 1860 1830 1805 1785 1768 3462 3409 3369 3339 3314 3294 32772040 2038 2036 2034 2033 2032 2031 4417 4414 4413 4411 4410 4409 4408

8'-11" 11'-1" 11'-5" 265 194 149 118 95 79 47 6'-11" 8'-10" 9'-2" 400 400 374 295 209 168 1362134 2068 2019 1981 1950 1925 1904 3643 3577 3528 3490 3459 3434 34132063 2060 2058 2056 2055 2054 2053 4440 4437 4435 4433 4432 4431 4430

5'-8" 7'-7" 7'-8" 400 296 209 161 123 80 50 4'-8" 6'-2" 6'-3" 400 400 400 352 279 225 1842069 2029 1999 1976 1958 1943 1930 3578 3538 3508 3485 3467 3452 34392477 2475 2474 2473 2472 2472 2471 4854 4852 4851 4850 4849 4848 4848

6'-9" 9'-0" 9'-2" 400 331 254 200 136 90 58 5'-6" 7'-3" 7'-5" 400 400 400 400 318 258 2112183 2136 2100 2072 2050 2032 2016 3692 3645 3609 3581 3559 3541 35252491 2489 2488 2487 2486 2485 2484 4868 4866 4865 4864 4863 4862 4861

7'-2" 9'-4" 9'-8" 354 260 199 157 109 87 70 5'-9" 7'-7" 7'-10" 400 400 400 312 247 198 1612254 2202 2162 2131 2107 2087 2070 3763 3711 3671 3640 3616 3596 35792515 2513 2511 2510 2509 2508 2507 4892 4890 4888 4887 4885 4884 4884

8'-4" 10'-6" 10'-10" 338 249 190 150 122 82 66 6'-9" 8'-6" 8'-10" 400 400 400 300 237 190 1552436 2370 2321 2283 2252 2227 2206 3945 3879 3830 3792 3761 3736 37152539 2536 2534 2532 2530 2529 2528 4915 4913 4910 4909 4907 4906 4905

5'-5" 7'-3" 7'-4" 400 361 256 198 156 126 84 4'-6" 6'-0" 6'-1" 400 400 400 392 311 251 2052371 2331 2301 2278 2260 2245 2232 3880 3840 3810 3787 3769 3754 37412952 2951 2949 2948 2948 2947 2946 5329 5327 5326 5325 5324 5324 5323

6'-5" 8'-6" 8'-8" 400 400 310 224 178 141 95 5'-4" 7'-0" 7'-2" 400 400 400 400 355 287 2362485 2437 2402 2374 2352 2333 2318 3994 3946 3911 3883 3861 3842 38272967 2965 2963 2962 2961 2960 2960 5343 5341 5340 5339 5338 5337 5337

6'-9" 8'-11" 9'-3" 400 319 244 193 135 108 87 5'-8" 7'-4" 7'-7" 400 400 400 348 275 222 1812556 2503 2464 2433 2408 2388 2372 4065 4012 3973 3942 3917 3897 38812991 2988 2987 2985 2984 2983 2982 5368 5365 5363 5362 5361 5360 5359

7'-11" 10'-0" 10'-4" 400 306 234 185 150 102 83 6'-7" 8'-3" 8'-6" 400 400 400 336 265 213 1732738 2672 2623 2585 2554 2529 2508 4247 4181 4132 4094 4063 4038 40173014 3011 3009 3007 3006 3005 3004 5391 5388 5386 5384 5383 5381 5380

5'-2" 6'-11" 7'-0" 400 400 304 235 186 150 122 4'-5" 5'-10" 5'-11" 400 400 400 400 343 277 2262672 2633 2603 2580 2561 2546 2534 4181 4142 4112 4089 4070 4055 40433427 3426 3425 3424 3423 3422 3422 5804 5803 5801 5801 5800 5799 5799

6'-1" 8'-2" 8'-4" 400 400 368 267 212 171 140 5'-3" 6'-10" 6'-11" 400 400 400 400 392 317 2602787 2739 2703 2676 2653 2635 2620 4296 4248 4213 4185 4162 4144 41293442 3440 3439 3437 3437 3436 3435 5819 5817 5815 5814 5813 5813 5812

6'-5" 8'-6" 8'-10" 400 380 291 206 162 130 105 5'-6" 7'-1" 7'-4" 400 400 400 385 305 245 2002858 2805 2766 2735 2710 2690 2673 4367 4314 4275 4244 4219 4199 41823466 3464 3462 3460 3459 3458 3458 5843 5840 5839 5837 5836 5835 5834

7'-6" 9'-7" 9'-10" 400 365 280 221 155 124 100 6'-5" 8'-0" 8'-3" 400 400 400 372 294 236 1923039 2974 2925 2886 2856 2831 2810 4548 4483 4434 4395 4365 4340 43193489 3486 3484 3483 3481 3480 3479 5866 5863 5861 5859 5858 5857 5856

4'-11" 6'-8" 6'-9" 400 400 353 274 217 175 142 4'-4" 5'-8" 5'-9" 400 400 400 400 375 303 2482974 2935 2905 2882 2863 2848 2836 4483 4444 4414 4391 4372 4357 43453903 3901 3900 3899 3898 3898 3897 6280 6278 6277 6276 6275 6275 6274

5'-10" 7'-10" 8'-0" 400 400 400 311 247 199 163 5'-1" 6'-7" 6'-9" 400 400 400 400 400 347 2853089 3041 3005 2977 2955 2937 2922 4598 4550 4514 4486 4464 4446 44313917 3915 3914 3913 3912 3911 3911 6294 6292 6291 6290 6289 6288 6287

6'-2" 8'-2" 8'-5" 400 400 338 241 190 152 124 5'-5" 6'-11" 7'-2" 400 400 400 400 334 269 2193160 3107 3068 3037 3012 2992 2975 4669 4616 4577 4546 4521 4501 44843941 3939 3937 3936 3935 3934 3933 6318 6316 6314 6313 6311 6311 6310

7'-2" 9'-2" 9'-6" 400 400 326 258 182 145 118 6'-3" 7'-9" 8'-0" 400 400 400 400 323 260 2123341 3275 3226 3188 3157 3132 3112 4850 4785 4735 4697 4666 4641 46213965 3962 3960 3958 3956 3955 3954 6342 6339 6336 6335 6333 6332 6331

NOTES: Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition". Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUESFOR COMPOSITE FLOOR-DEK 1.5 (CFD-1.5) WITH NORMAL-WEIGHT STRUCTURAL CONCRETE FILL

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

3.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

4"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

4.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)

18 S (plf)G' (kips/in.)

G' (kips/in.)

G' (kips/in.)

TABLE 10

16 S (plf)G' (kips/in.)

7.5"

22 S (plf)

20

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20 S (plf)

18

ESR-1169 | Most Widely Accepted and Trusted Page 18 of 77

Page 19: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

LW Conc. Single Double Triple LW Conc. Single Double Triple110 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 110 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0"

6'-5" 8'-6" 8'-7" 296 218 167 85 53 32 17 5'-2" 6'-11" 7'-0" 400 400 390 304 242 196 1611357 1318 1288 1265 1247 1231 1219 2355 2315 2285 2262 2244 2228 22162001 2000 1998 1997 1997 1996 1995 4378 4376 4375 4374 4373 4373 4372

7'-5" 9'-10" 10'-0" 347 255 182 128 93 37 21 5'-11" 7'-11" 8'-0" 400 400 400 363 290 235 1941472 1424 1389 1361 1338 1320 1305 2469 2421 2386 2358 2336 2317 23022016 2014 2012 2011 2010 2009 2008 4392 4390 4389 4388 4387 4386 4386

7'-11" 10'-3" 10'-7" 273 200 153 121 98 46 28 6'-3" 8'-4" 8'-6" 400 400 390 286 227 184 1511543 1490 1451 1420 1395 1375 1358 2540 2487 2448 2417 2392 2372 23562040 2038 2036 2034 2033 2032 2031 4417 4414 4413 4411 4410 4409 4408

9'-3" 11'-5" 11'-10" 261 192 147 116 94 78 34 7'-3" 9'-4" 9'-8" 400 400 379 300 220 178 1461724 1659 1610 1571 1541 1516 1495 2721 2656 2607 2568 2538 2513 24922063 2060 2058 2056 2055 2054 2053 4440 4437 4432 4433 4432 4431 4430

6'-1" 8'-1" 8'-2" 378 278 212 137 90 58 36 5'-0" 6'-8" 6'-9" 400 400 400 343 273 222 1821557 1517 1488 1464 1446 1431 1418 2554 2514 2485 2461 2443 2428 24152476 2475 2474 2473 2472 2471 2471 4853 4852 4850 4850 4849 4848 4848

7'-0" 9'-4" 9'-6" 400 325 249 191 100 66 42 5'-8" 7'-8" 7'-9" 400 400 400 400 328 266 2201671 1624 1588 1560 1538 1520 1504 2669 2621 2585 2557 2535 2517 25022491 2489 2488 2486 2486 2485 2484 4868 4866 4864 4863 4862 4862 4861

7'-6" 9'-9" 10'-1" 350 257 197 155 126 79 52 6'-1" 8'-1" 8'-3" 400 400 400 324 258 209 1711742 1690 1650 1619 1595 1575 1558 2740 2687 2647 2616 2592 2572 25552515 2513 2511 2510 2509 2508 2507 4892 4890 4888 4887 4885 4884 4884

8'-9" 10'-11" 11'-3" 336 247 189 149 121 100 61 7'-0" 9'-1" 9'-4" 400 400 400 340 250 202 1661924 1858 1809 1771 1740 1715 1694 2921 2855 2806 2768 2737 2712 26912539 2536 2534 2532 2530 2529 2528 4915 4913 4910 4909 4907 4906 4905

5'-10" 7'-9" 7'-10" 400 340 245 190 138 92 61 4'-10" 6'-6" 6'-7" 400 400 400 383 305 247 2041756 1717 1687 1664 1645 1630 1618 2753 2714 2684 2661 2642 2627 26152952 2950 2949 2948 2947 2947 2946 5329 5327 5326 5325 5324 5324 5323

6'-8" 8'-11" 9'-0" 400 400 306 242 153 104 70 5'-6" 7'-5" 7'-6" 400 400 400 400 366 298 2461871 1823 1787 1760 1737 1719 1704 2868 2820 2784 2757 2734 2716 27012966 2964 2963 2962 2961 2960 2960 5343 5341 5340 5339 5338 5337 5336

7'-1" 9'-4" 9'-7" 400 317 243 192 139 112 84 5'-10" 7'-10" 8'-0" 400 400 400 362 288 234 1921942 1889 1850 1819 1794 1774 1757 2939 2886 2847 2816 2791 2771 27542991 2988 2987 2985 2984 2983 2982 5368 5365 5363 5362 5361 5360 5359

8'-4" 10'-5" 10'-10" 400 306 234 185 150 107 87 6'-10" 8'-9" 9'-1" 400 400 400 380 281 227 1862123 2058 2008 1970 1940 1915 1894 3120 3055 3006 2967 2937 2912 28913014 3011 3009 3007 3006 3005 3004 5391 5388 5386 5384 5383 5381 5380

5'-7" 7'-5" 7'-6" 400 400 292 227 181 137 94 4'-8" 6'-4" 6'-5" 400 400 400 400 337 273 2251956 1916 1886 1863 1845 1830 1817 2953 2913 2883 2860 2842 2827 28143427 3426 3424 3423 3423 3422 3422 5804 5802 5801 5800 5800 5799 5798

6'-5" 8'-7" 8'-8" 400 400 365 270 216 153 106 5'-4" 7'-3" 7'-4" 400 400 400 400 400 329 2722070 2023 1987 2959 2937 2918 1903 3067 3020 2984 2956 2934 2916 29003442 3440 3438 3437 3436 3436 3435 5818 5817 5815 5814 5813 5812 5812

6'-9" 8'-11" 9'-2" 400 380 291 230 168 135 111 5'-8" 7'-7" 7'-9" 400 400 400 400 320 259 2132141 2089 2049 2018 1994 1973 1957 3138 3086 3046 3015 2991 2971 29543466 3464 3462 3460 3459 3458 3458 5843 5840 5839 5837 5836 5835 5834

7'-11" 10'-1" 10'-5" 400 367 281 222 180 130 106 6'-7" 8'-6" 8'-10" 400 400 400 391 312 252 2072323 2257 2208 2170 2139 2114 2093 3320 3254 3205 3167 3136 3111 30903489 3486 3484 3483 3481 3480 3479 5866 5863 5861 5859 5858 5857 5856

5'-4" 7'-2" 7'-3" 400 400 341 265 211 171 136 4'-7" 6'-2" 6'-3" 400 400 400 400 369 300 2472155 2115 2086 2063 2044 2029 2016 3152 3113 3083 3060 3041 3026 30143903 3901 3900 3899 3898 3897 3897 6279 6278 6277 6276 6275 6274 6274

6'-2" 8'-3" 8'-4" 400 400 400 316 252 205 151 5'-3" 7'-1" 7'-2" 400 400 400 400 400 361 2992270 2222 2186 2158 2136 2118 2103 3267 3219 3183 3155 3133 3115 31003917 3915 3914 3913 3912 3911 3910 6294 6292 6290 6289 6288 6288 6287

6'-6" 8'-7" 8'-10" 400 400 340 248 197 159 131 5'-7" 7'-5" 7'-7" 400 400 400 400 351 285 2342341 2288 2248 2218 2193 2173 2156 3338 3285 3246 3215 3190 3170 31533941 3939 3937 3936 3935 3934 3933 6318 6316 6314 6313 6311 6311 6310

7'-7" 9'-8" 10'-0" 400 400 330 260 211 154 126 6'-6" 8'-4" 8'-7" 400 400 400 400 343 278 2282522 2456 2407 2369 2338 2313 2293 3519 3453 3404 3366 3335 3310 32903965 3962 3960 3958 3956 3955 3954 6342 6339 6336 6335 6333 6332 6331

NOTES: Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition". Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES FORCOMPOSITE FLOOR-DEK 1.5 ES (CFD-1.5 ES) INTERLOCKING WITH STRUCTURAL LIGHTWEIGHT CONCRETE FILL

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

3.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

4"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

4.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)

18 S (plf)G' (kips/in.)

G' (kips/in.)

G' (kips/in.)

TABLE 11

16 S (plf)G' (kips/in.)

7.5"

22 S (plf)

20

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20 S (plf)

18

ESR-1169 | Most Widely Accepted and Trusted Page 19 of 77

Page 20: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

NW Conc. Single Double Triple NW Conc. Single Double Triple145 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 145 pcf Span Span Span 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0"

5'-11" 7'-10" 8'-0" 315 232 177 111 69 42 22 4'-8" 6'-3" 6'-4" 400 400 400 310 246 198 1621767 1727 1698 1675 1656 1641 1628 3276 3236 3207 3184 3165 3150 31372001 2000 1998 1997 1997 1996 1995 4378 4376 4375 4374 4373 4373 4372

6'-10" 9'-1" 9'-2" 371 272 208 165 78 48 27 5'-4" 7'-2" 7'-4" 400 400 400 373 297 240 1971882 1834 1798 1770 1748 1730 1715 3391 3343 3307 3279 3257 3239 32242016 2014 2012 2011 2010 2009 2009 4392 4390 4389 4388 4387 4386 4386

7'-3" 9'-6" 9'-9" 294 216 165 131 90 59 36 5'-8" 7'-7" 7'-9" 400 400 380 294 233 187 1531953 1900 1860 1830 1805 1785 1768 3462 3409 3369 3339 3314 3294 32772040 2038 2036 2034 2033 2032 2031 4417 4414 4413 4411 4410 4409 4408.2

8'-6" 10'-8" 11'-0" 284 208 160 126 102 84 43 6'-7" 8'-6" 8'-9" 400 400 400 287 227 182 1482134 2068 2019 1981 1950 1925 1904 3643 3577 3528 3490 3459 3434 34132063 2060 2058 2056 2055 2054 2053 4440 4437 4435 4433 4432 4431 4429.7

5'-7" 7'-5" 7'-6" 399 293 207 160 117 76 47 4'-7" 6'-1" 6'-2" 400 400 400 349 277 223 1832069 2029 1999 1976 1958 1943 1930 3578 3538 3508 3485 3467 3452 34392476 2475 2474 2473 2472 2471 2471 4853 4852 4850 4850 4849 4848 4848

6'-5" 8'-7" 8'-8" 400 346 265 191 130 85 54 5'-2" 7'-0" 7'-1" 400 400 400 400 335 271 2222183 2136 2100 2072 2050 2032 2016 3692 3645 3609 3581 3559 3541 35252491 2489 2488 2486 2486 2485 2484 4868 4866 4864 4863 4862 4862 4861

6'-10" 9'-0" 9'-3" 375 275 211 167 117 93 66 5'-6" 7'-3" 7'-6" 400 400 400 333 263 212 1732254 2202 2162 2131 2107 2087 2070 3763 3711 3671 3640 3616 3596 35792515 2513 2511 2510 2509 2508 2507 4892 4890 4888 4887 4885 4884 4883.6

7'-11" 10'-1" 10'-5" 363 266 204 161 131 89 72 6'-5" 8'-2" 8'-6" 400 400 400 325 257 207 1682436 2370 2321 2283 2252 2227 2206 3945 3879 3830 3792 3761 3736 37152539 2536 2534 2532 2530 2529 2528 4915 4913 4910 4909 4907 4906 4905.1

5'-4" 7'-1" 7'-2" 400 358 253 196 155 122 80 4'-5" 5'-10" 6'-0" 400 400 400 389 308 249 2042371 2331 2301 2278 2260 2245 2232 3880 3840 3810 3787 3769 3754 37412952 2950 2949 2948 2947 2947 2946 5329 5327 5326 5325 5324 5324 5323

6'-1" 8'-2" 8'-3" 400 400 324 235 186 135 91 5'-1" 6'-9" 6'-10" 400 400 400 400 373 302 2482485 2437 2402 2374 2352 2333 2318 3994 3946 3911 3883 3861 3842 38272966 2964 2963 2962 2961 2960 2960 5343 5341 5340 5339 5338 5337 5336

6'-5" 8'-7" 8'-9" 400 338 259 183 144 116 94 5'-5" 7'-1" 7'-3" 400 400 400 371 294 237 1942556 2503 2464 2433 2408 2388 2372 4065 4012 3973 3942 3917 3897 38812991 2988 2987 2985 2984 2983 2982 5368 5365 5363 5362 5361 5360 5358.9

7'-6" 9'-7" 9'-11" 400 328 251 198 139 111 90 6'-3" 7'-11" 8'-2" 400 400 400 363 287 231 1892738 2672 2623 2585 2554 2529 2508 4247 4181 4132 4094 4063 4038 40173014 3011 3009 3007 3006 3005 3004 5391 5388 5386 5384 5383 5381 5380.4

5'-1" 6'-9" 6'-10" 400 400 301 233 184 148 121 4'-4" 5'-8" 5'-10" 400 400 400 400 340 275 2252672 2633 2603 2580 2561 2546 2534 4181 4142 4112 4089 4070 4055 40433427 3426 3424 3423 3423 3422 3422 5804 5802 5801 5800 5800 5799 5798

5'-9" 7'-10" 7'-11" 400 400 361 280 222 180 138 5'-0" 6'-6" 6'-7" 400 400 400 400 400 334 2742787 2739 2703 2676 2653 2635 2620 4296 4248 4213 4185 4162 4144 41293442 3440 3438 3437 3436 3436 3435 5818 5817 5815 5814 5813 5812 5812

6'-2" 8'-2" 8'-4" 400 400 308 219 173 139 113 5'-3" 6'-10" 7'-0" 400 400 400 400 325 262 2142858 2805 2766 2735 2710 2690 2673 4367 4314 4275 4244 4219 4199 41823466 3464 3462 3460 3459 3458 3458 5843 5840 5839 5837 5836 5835 5834.3

7'-2" 9'-2" 9'-6" 400 391 300 237 168 134 109 6'-1" 7'-8" 7'-11" 400 400 400 400 318 256 2093039 2974 2925 2886 2856 2831 2810 4548 4483 4434 4395 4365 4340 43193489 3486 3484 3483 3481 3480 3479 5866 5863 5861 5859 5858 5857 5855.8

4'-10" 6'-6" 6'-7" 400 400 350 271 215 173 141 4'-3" 5'-6" 5'-8" 400 400 400 400 372 301 2462974 2935 2905 2882 2863 2848 2836 4483 4444 4414 4391 4372 4357 43453903 3901 3900 3899 3898 3897 3897 6279 6278 6277 6276 6275 6274 6274

5'-7" 7'-6" 7'-7" 400 400 400 326 259 210 172 4'-10" 6'-4" 6'-5" 400 400 400 400 400 365 3003089 3041 3005 2977 2955 2937 2922 4598 4550 4514 4486 4464 4446 44313917 3915 3914 3913 3912 3911 3910 6294 6292 6290 6289 6288 6288 6287

5'-11" 7'-10" 8'-0" 400 400 358 256 203 163 133 5'-2" 6'-8" 6'-10" 400 400 400 400 357 288 2353160 3107 3068 3037 3012 2992 2975 4669 4616 4577 4546 4521 4501 44843941 3939 3937 3936 3935 3934 3933 6318 6316 6314 6313 6311 6311 6309.7

6'-10" 8'-10" 9'-1" 400 400 350 276 197 158 128 6'-0" 7'-6" 7'-9" 400 400 400 400 349 282 2303341 3275 3226 3188 3157 3132 3112 4850 4785 4735 4697 4666 4641 46213965 3962 3960 3958 3956 3955 3954 6342 6339 6336 6335 6333 6332 6331.1

NOTES: Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition". Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES FORCOMPOSITE FLOOR-DEK 1.5 ES (CFD-1.5 ES) INTERLOCKING WITH NORMAL-WEIGHT STRUCTURAL CONCRETE FILL

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

3.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

4"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

4.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)

18 S (plf)G' (kips/in.)

G' (kips/in.)

G' (kips/in.)

TABLE 12

16 S (plf)G' (kips/in.)

7.5"

22 S (plf)

20

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20 S (plf)

18

ESR-1169 | Most Widely Accepted and Trusted Page 20 of 77

Page 21: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

LW Conc. Single Double Triple LW Conc. Single Double Triple110 pcf Span Span Span 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 110 pcf Span Span Span 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 13'-0"

8'-0" 8'-7" 8'-11" 254 195 140 102 67 43 26 6'-5" 7'-1" 7'-4" 400 389 302 240 194 159 1321531 1474 1430 1395 1367 1343 1323 2528 2471 2428 2393 2364 2340 23202041 2036 2032 2029 2026 2024 2022 4417 4413 4409 4406 4403 4401 4399

9'-6" 10'-5" 10'-9" 301 231 182 148 76 49 31 7'-7" 8'-7" 8'-11" 400 400 364 291 236 194 1621681 1613 1560 1518 1483 1455 1430 2678 2610 2557 2515 2480 2452 24272062 2057 2052 2048 2045 2042 2040 4439 4434 4429 4425 4422 4419 4417

10'-8" 12'-7" 13'-0" 307 235 186 150 124 100 78 8'-6" 10'-4" 10'-9" 400 400 400 324 243 200 1671774 1699 1640 1594 1556 1524 1497 2771 2696 2637 2591 2553 2521 24942099 2092 2086 2081 2077 2073 2070 4476 4469 4463 4458 4454 4450 4447

12'-1" 14'-4" 14'-2" 345 264 209 169 140 111 87 9'-10" 11'-11" 12'-3" 400 400 400 368 304 255 1932011 1918 1845 1787 1740 1700 1667 3008 3090 2842 2784 2737 2697 26642135 2126 2118 2112 2107 2103 2099 4511 4527 4495 4489 4484 4480 4476

7'-7" 8'-3" 8'-6" 307 235 170 135 103 69 45 6'-3" 6'-10" 7'-1" 400 400 337 268 217 178 1481730 1674 1630 1595 1566 1542 1522 2727 2671 2627 2592 2563 2539 25192516 2511 2508 2504 2502 2499 2497 4893 4888 48884 48881 4879 4876 4874

9'-0" 10'-0" 10'-4" 364 279 220 179 115 78 52 7'-4" 8'-4" 8'-7" 400 400 400 324 263 217 1811880 1812 1759 1717 1683 1654 1630 2877 2809 2757 2714 2680 2651 26272538 2535 2528 2524 2521 2518 2515 4914 4909 4904 4901 4897 4895 4892

10'-1" 12'-0" 12'-5" 372 285 225 182 151 127 63 8'-2" 10'-1" 10'-5" 400 400 400 362 272 224 1871973 1898 1840 1793 1755 1723 1696 2970 2895 2837 2790 2752 2720 26932574 2567 2561 2556 2552 2549 2545 4951 4944 4938 4933 4929 4925 4922

11'-8" 13'-9" 13'-8" 400 321 254 205 170 143 121 9'-6" 11'-6" 11'-11" 400 400 400 400 340 258 2162210 2117 2045 1987 1939 1900 1866 3207 3114 3042 2984 2936 2897 28632610 2601 2594 2588 2583 2578 2574 4987 4978 4971 4965 4959 4955 4951

7'-3" 7'-11" 8'-2" 363 278 202 160 129 103 70 6'-1" 6'-8" 6'-11" 400 400 372 296 239 197 1631929 1873 1829 1794 1766 1742 1722 2926 2870 2826 2791 2763 2739 27192991 2987 2983 2980 2977 2975 2973 5368 5364 5360 5357 5354 5352 5350

8'-7" 9'-7" 9'-11" 400 330 261 193 156 115 80 7'-1" 8'-1" 8'-4" 400 400 400 358 291 240 2002079 2012 1959 1917 1882 1853 1829 3077 3009 2956 2914 2879 2850 28263013 3007 3003 2999 2996 2993 2991 5390 5384 5380 5376 5373 5370 5368

9'-7" 11'-6" 11'-11" 400 337 267 216 178 132 95 7'-11" 9'-9" 10'-1" 400 400 400 400 301 248 2072172 2097 2039 1992 1954 1923 1896 3170 3095 3036 2990 2951 2920 28933050 3042 3037 3032 3027 3024 3021 5426 5419 5413 5408 5404 5401 5398

11'-1" 13'-2" 13'-3" 400 381 301 244 202 169 144 9'-2" 11'-2" 11'-7" 400 400 400 400 376 286 2402410 2317 2244 2186 2139 2099 2066 3407 3314 3241 3183 3136 3096 30633085 3076 3069 3063 3058 3054 3050 5462 5453 5446 5440 5435 5430 5427

6'-11" 7'-7" 7'-10" 400 302 234 186 150 123 102 5'-11" 6'-6" 6'-8" 400 400 400 324 262 216 1792129 2073 2029 1994 1965 1941 1921 3126 3070 3026 2991 2962 2938 29183467 3462 3458 3455 3453 3450 3448 5843 5839 5835 5832 5829 5827 5825

8'-2" 9'-3" 9'-6" 400 383 302 225 182 150 114 6'-11" 7'-11" 8'-2" 400 400 400 393 319 263 2202279 2211 2158 2116 2082 2053 2028 3276 3208 3155 3113 3079 3050 30263488 3483 3478 3474 3471 3468 3466 5865 5860 5855 5851 5848 5845 5843

9'-2" 11'-1" 11'-6" 400 392 310 251 207 154 128 7'-9" 9'-6" 9'-10" 400 400 400 400 331 273 2282372 2297 2239 2192 2154 2122 2095 3369 3294 3236 3189 3151 3119 30923525 3518 3512 3507 3503 3499 3496 5902 5895 5889 5884 5880 5876 5873

10'-7" 12'-8" 12'-11" 400 400 351 284 235 197 147 9'-0" 10'-11" 11'-3" 400 400 400 400 400 315 2642609 3.667 2444 2386 2338 2299 2265 3606 3513 3441 3383 3335 3296 32623561 3552 3545 3538 3533 3529 3525 5938 5929 5921 5915 5910 5906 5902

6'-8" 7'-4" 7'-7" 400 345 268 213 172 141 117 5'-10" 6'-4" 6'-6" 400 400 400 353 286 235 1952328 2272 2228 2193 2164 2141 2120 3325 3269 3225 3190 3162 3138 31173942 3937 3934 3931 3928 3926 3924 6319 6314 6311 6307 6305 6302 6300

7'-10" 8'-11" 9'-2" 400 400 345 257 209 172 143 6'-10" 7'-8" 7'-11" 400 400 400 400 348 287 2402478 2410 2358 2316 2281 2252 2228 3475 3408 3355 3313 3278 3249 32253964 3958 3954 3950 3947 3944 3941 6340 6335 6330 6327 6323 6321 6318

8'-9" 10'-9" 11'-1" 400 400 355 287 237 177 147 7'-7" 9'-3" 9'-7" 400 400 400 400 361 298 2492571 2496 2438 2391 2353 2321 2294 3568 3493 3435 3388 3350 3318 32924000 3993 3987 3982 3978 3975 3971 6377 6370 6364 6359 6355 6351 6348

10'-2" 12'-3" 12'-7" 400 400 400 326 269 226 170 8'-9" 10'-7" 11'-0" 400 400 400 400 400 344 2882809 2715 2643 2585 2538 2498 2465 3806 3713 3640 3582 3535 3495 34624036 4027 4020 4014 4009 4004 4001 6413 6404 6397 6391 6386 6381 6377

NOTES:

Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

16 S (plf)G' (kips/in.)

8.5"

22 S (plf)G' (kips/in.)

18G' (kips/in.)

G' (kips/in.)

S (plf)

Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition".

20 S (plf)

16 S (plf)G' (kips/in.)

FOR COMPOSITE FLOOR-DEK 2 (CFD-2) WITH STRUCTURAL LIGHTWEIGHT CONCRETE FILL

16 S (plf)G' (kips/in.)

8"

22 S (plf)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

G' (kips/in.)

7.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

22

6"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

4.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

4"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

TABLE 13

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES

ESR-1169 | Most Widely Accepted and Trusted Page 21 of 77

Page 22: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

NW Conc. Single Double Triple NW Conc. Single Double Triple145 pcf Span Span Span 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 145 pcf Span Span Span 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" 13'-0"

7'-3" 7'-11" 8'-2" 267 205 144 113 89 57 34 5'-11" 6'-5" 6'-7" 400 397 307 242 195 159 1301940 1884 1840 1805 1776 1752 1732 3449 3393 3349 3314 3285 3261 32412041 2036 2032 2029 2026 2024 2022 4417 4413 4409 4406 4403 4401 4399

8'-7" 9'-7" 9'-11" 318 243 192 138 99 65 40 6'-10" 7'-9" 8'-0" 400 400 373 296 239 196 1622090 2022 1970 1927 1893 1864 1840 3599 3531 3479 3436 3402 3373 33492062 2057 2052 2048 2045 2042 2040 4439 4434 4429 4425 4422 4419 4417

9'-7" 11'-7" 11'-11" 326 249 197 160 132 77 50 7'-8" 9'-4" 9'-8" 400 400 400 307 248 203 1682183 2108 2050 2003 1965 1933 1906 3692 3617 3559 3512 3474 3442 34152099 2092 2086 2081 2077 2073 2070 4476 4469 4463 4458 4454 4450 4447

11'-2" 13'-3" 13'-4" 369 282 223 181 149 125 107 8'-10" 10'-9" 11'-1" 400 400 400 387 320 236 1962421 2327 2255 2197 2149 2110 2076 3930 3836 3764 3706 3658 3619 35852135 2126 2118 2112 2107 2103 2099 4511 4503 4495 4489 4484 4480 4476

6'-11" 7'-6" 7'-9" 322 226 174 137 110 89 60 5'-9" 6'-2" 6'-5" 400 400 341 270 217 177 1452242 2186 2142 2107 2078 2054 2034 3751 3695 3651 3616 3587 3563 35432516 2511 2508 2504 2502 2499 2497 4893 4888 4884 4881 4879 4876 4874

8'-1" 9'-2" 9'-5" 383 294 232 167 135 103 68 6'-8" 7'-6" 7'-9" 400 400 400 329 266 218 1812392 2324 2271 2229 2195 2166 2142 3901 3833 3780 3738 3704 3675 36512538 2532 2528 2524 2521 2518 2515 4914 4909 4904 4901 4897 4895 4892

9'-1" 11'-0" 11'-4" 394 301 238 193 159 113 82 7'-6" 9'-1" 9'-4" 400 400 400 342 277 227 1882485 2410 2352 2305 2267 2235 2208 3994 3919 3861 3814 3776 3744 37172574 2567 2561 2556 2552 2549 2545 4951 4944 4938 4933 4929 4925 4922

10'-6" 12'-7" 12'-10" 400 342 270 219 181 152 95 8'-8" 10'-5" 10'-9" 400 400 400 400 321 264 2192722 2629 2557 2499 2451 2412 2378 4231 4138 4066 4008 3960 3921 38872610 2601 2594 2588 2583 2578 2574 4987 4978 4971 4965 4959 4955 4951

6'-7" 7'-2" 7'-5" 379 267 206 162 130 106 87 5'-7" 6'-0" 6'-2" 400 400 376 298 239 195 1612544 2487 2444 2409 2380 2356 2336 4053 3996 3953 3918 3889 3865 38452991 2987 2983 2980 2977 2975 2973 5368 5364 5360 5357 5354 5352 5350

7'-8" 8'-9" 9'-0" 400 346 274 198 160 130 105 6'-7" 7'-3" 7'-6" 400 400 400 364 294 241 2002694 2626 2573 2531 2496 2468 2443 4203 4135 4082 4040 4005 3977 39523013 3007 3003 2999 2996 2993 2991 5390 5384 5380 5376 5373 5370 5368

8'-7" 10'-6" 10'-10" 400 356 281 228 164 134 111 7'-4" 8'-9" 9'-1" 400 400 400 378 306 251 2082787 2712 2653 2607 2569 2537 2510 4296 4221 4162 4116 4078 4046 40193050 3042 3037 3032 3027 3024 3021 5426 5419 5413 5408 5404 5401 5398

10'-0" 12'-1" 12'-5" 400 400 320 259 214 180 129 8'-5" 10'-1" 10'-5" 400 400 400 400 355 292 2433024 2931 2858 2800 2753 2713 2680 4533 4440 4367 4309 4262 4222 41893085 3076 3069 3063 3058 3054 3050 5462 5453 5446 5440 5435 5430 5427

6'-3" 6'-11" 7'-1" 400 309 239 189 151 123 101 5'-6" 5'-10" 6'-0" 400 400 400 326 262 214 1762846 2789 2745 2710 2682 2658 2638 4355 4298 4254 4219 4191 4167 41473467 3462 3458 3455 3453 3450 3448 5843 5839 5835 5832 5829 5827 5825

7'-4" 8'-5" 8'-8" 400 400 290 230 185 152 125 6'-5" 7'-1" 7'-4" 400 400 400 398 322 264 2192996 2928 2875 2833 2798 2769 2745 4505 4437 4384 4342 4307 4279 42543488 3483 3478 3474 3471 3468 3466 5865 5860 5855 5851 5848 5845 5843

8'-3" 10'-1" 10'-5" 400 400 326 264 192 157 130 7'-2" 8'-6" 8'-10" 400 400 400 400 335 275 2283089 3014 2955 2909 2870 2839 2812 4598 4523 4464 4418 4379 4348 43213525 3518 3512 3507 3503 3499 3496 5902 5895 5889 5884 5880 5876 5873

9'-6" 11'-7" 11'-11" 400 400 371 300 248 182 151 8'-3" 9'-9" 10'-1" 400 400 400 400 389 321 2673326 3233 3160 3102 3055 3015 2982 4835 4772 4669 4611 4564 4524 44913561 3552 3545 3538 3533 3529 3525 5938 5929 5921 5915 5910 5906 5902

6'-0" 6'-7" 6'-10" 400 353 272 215 173 141 115 5'-4" 5'-8" 5'-10" 400 400 400 354 285 233 1923147 3091 3047 3012 2984 2960 2939 4656 4600 4556 4521 4493 4469 44483942 3937 3934 3931 3928 3926 3924 6319 6314 6311 6307 6305 6302 6300

7'-1" 8'-1" 8'-4" 400 400 331 262 212 173 143 6'-3" 6'-10" 7'-1" 400 400 400 400 350 287 2383297 3230 3177 3135 3100 3071 3047 4806 4739 4686 4644 4609 4580 45563964 3958 3954 3950 3947 3944 3941 6340 6334 6330 6327 6323 6321 6318

7'-11" 9'-8" 10'-0" 400 400 372 301 219 180 149 7'-0" 8'-3" 8'-7" 400 400 400 400 365 300 2493390 3315 3257 3210 3172 3140 3114 4899 4824 4766 4719 4681 4649 46234000 3993 3987 3982 3978 3975 3971 6377 6370 6364 6359 6355 6351 6348

9'-1" 11'-2" 11'-6" 400 400 400 343 284 208 173 8'-1" 9'-6" 9'-10" 400 400 400 400 400 349 2913628 3535 3462 3404 3357 3317 3284 5137 5044 4971 4913 4866 4826 47934036 4027 4020 4014 4009 4004 4001 6413 6404 6397 6391 6386 6381 6377

NOTES:

Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

16 S (plf)G' (kips/in.)

8.5"

22 S (plf)G' (kips/in.)

18G' (kips/in.)

G' (kips/in.)

S (plf)

Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition".

20 S (plf)

16 S (plf)G' (kips/in.)

FOR COMPOSITE FLOOR-DEK 2 (CFD-2) WITH NORMAL-WEIGHT STRUCTURAL CONCRETE FILL

16 S (plf)G' (kips/in.)

8"

22 S (plf)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

G' (kips/in.)

7.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

22

6"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

4.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

4"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

TABLE 14

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES

ESR-1169 | Most Widely Accepted and Trusted Page 22 of 77

Page 23: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

LW Conc. Single Double Triple LW Conc. Single Double Triple110 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 110 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0"

10'-5" 11'-5" 11'-9" 194 157 130 93 72 48 31 8'-6" 9'-6" 9'-9" 377 279 226 186 154 129 1091375 1346 1322 1302 1285 1270 1257 2373 2343 2319 2299 2282 2267 22541996 1994 1992 1990 1988 1987 1986 4373 4370 4368 4367 4365 4364 4363

12'-2" 13'-4" 13'-9" 230 186 154 129 110 56 37 9'-10" 11'-1" 11'-6" 400 363 300 226 188 159 1351494 1458 1429 1405 1384 1367 1351 2491 2455 2426 2402 2381 2364 23492009 2007 2004 2002 2000 1999 1998 4386 4383 4381 4379 4377 4376 4374

13'-5" 15'-5" 15'-11" 234 190 157 132 112 97 84 10'-10" 12'-11" 13'-4" 400 373 308 259 221 163 1391567 1528 1496 1469 1446 1427 1410 2564 2525 2493 2466 2443 2424 24072032 2028 2025 2023 2021 2019 2017 4409 4405 4402 4400 4397 4395 4394

14'-7" 17'-4" 17'-1" 285 231 191 160 137 118 103 12'-5" 14'-7" 15'-1" 400 400 377 317 270 233 2031754 1705 1665 1632 1604 1580 1559 2751 2702 2662 2629 2601 2577 25562053 2049 2045 2042 2040 2037 2035 4430 4426 4422 4419 4417 4414 4412

9'-11" 10'-11" 11'-3" 228 184 152 110 91 71 48 8'-2" 9'-2" 9'-6" 400 309 250 206 171 144 1211575 1545 1521 1501 1484 1469 1457 2572 2542 2518 2498 2481 2466 24542471 2469 2467 2465 2464 2462 2461 4848 4846 4844 4842 4841 4839 4838

11'-7" 12'-9" 13'-2" 270 218 181 152 129 80 56 9'-6" 10'-10" 11'-2" 400 400 332 250 209 176 1501693 1658 1628 1604 1584 1566 1551 2690 2655 2626 2601 2581 2563 25482485 2482 2480 2478 2476 2474 2473 4862 4859 4856 4854 4853 4851 4850

12'-9" 14'-10" 15'-4" 275 223 184 155 132 114 99 10'-5" 12'-7" 13'-0" 400 400 341 287 244 181 1541766 1727 1695 1668 1645 1626 1609 2764 2724 2692 2665 2643 2623 26062507 2504 2501 2498 2496 2494 2492 4884 4880 4877 4875 4873 4871 4869

14'-2" 16'-8" 16'-7" 335 271 224 188 161 138 121 12'-0" 14'-2" 14'-8" 400 400 400 352 300 258 1951954 1905 1865 1831 1803 1779 1758 2951 2902 2862 2828 2800 2776 27552529 2524 2521 2518 2515 2513 2511 4906 4901 4898 4895 4892 4890 4888

9'-6" 10'-6" 10'-10" 263 213 156 128 106 89 70 8'-0" 8'-11" 9'-3" 400 339 275 226 188 158 1341774 1745 1721 1700 1683 1669 1656 2771 2742 2718 2698 2680 2666 26532947 2944 2942 2941 2939 2938 2937 5323 5321 5319 5317 5316 5315 5313

11'-0" 12'-4" 12'-8" 312 253 209 176 129 109 79 9'-3" 10'-6" 10'-10" 400 400 334 275 230 194 1651893 1857 1828 1804 1783 1766 1750 2890 2854 2825 2801 2780 2763 27472960 2957 2955 2953 2951 2950 2948 5337 5334 5332 5330 5328 5326 5325

12'-2" 14'-3" 14'-9" 319 258 213 179 153 132 94 10'-3" 12'-2" 12'-7" 400 400 375 315 237 200 1701966 1927 1894 1868 1845 1825 1809 2963 2924 2891 2865 2842 2823 28062983 2979 2976 2973 2971 2969 2968 5359 5356 5353 5350 5348 5346 5344

13'-9" 16'-1" 16'-2" 389 315 260 219 186 161 140 11'-8" 13'-9" 14'-3" 400 400 400 387 330 284 2162153 2104 2064 2031 2003 1978 1957 3150 3101 3061 3028 3000 2976 29553004 3000 2996 2993 2990 2988 2986 5381 5377 5373 5370 5367 5365 5363

9'-1" 10'-2" 10'-6" 300 243 179 146 121 102 86 7'-10" 8'-8" 9'-0" 400 370 300 247 206 173 1461974 1944 1920 1900 1883 1868 1856 2971 2941 2917 2897 2880 2865 28533422 3420 3418 3416 3414 3413 3412 5799 5796 5794 5793 5791 5790 5789

10'-7" 11'-10" 12'-3" 356 289 238 200 148 125 106 9'-1" 10'-3" 10'-7" 400 400 364 301 252 212 1812092 2056 2027 2003 1983 1965 1950 3089 3053 3024 3000 2980 2962 29473435 3433 3430 3428 3426 3425 3424 5812 5809 5807 5805 5803 5802 5800

11'-8" 13'-9" 14'-3" 364 295 244 205 175 151 108 10'-0" 11'-11" 12'-3" 400 400 400 344 260 219 1872165 2126 2094 2067 2044 2025 2008 3162 3123 3091 3064 3041 3022 30053458 3454 3451 3449 3447 3445 3443 5835 5831 5828 5826 5823 5821 5820

13'-4" 15'-6" 15'-9" 400 360 298 250 213 184 160 11'-6" 13'-5" 13'-11" 400 400 400 400 360 277 2372352 2303 2264 2230 2202 2178 2157 3350 3301 3261 3227 3199 3175 31543479 3475 3472 3468 3466 3464 3462 5856 5852 5848 5845 5843 5840 5838

8'-9" 9'-9" 10'-1" 338 274 202 166 138 115 97 7'-9" 8'-6" 8'-9" 400 400 326 268 223 188 1592173 2144 2119 2099 2082 2068 2055 3170 3141 3116 3096 3079 3065 30523897 3895 3893 3891 3890 3889 3887 6274 6272 6270 6268 6267 6265 6264

10'-2" 11'-6" 11'-10" 400 325 269 201 168 141 120 8'-11" 10'-0" 10'-4" 400 400 396 327 273 231 1962291 2256 2227 2202 2182 2164 2149 3288 3253 3224 3200 3179 3161 31463911 3908 3906 3904 3902 3900 3899 6288 6285 6282 6280 6279 6277 6276

11'-2" 13'-4" 13'-9" 400 333 275 231 197 145 123 9'-10" 11'-7" 12'-0" 400 400 400 373 282 239 2032365 2325 2293 2266 2244 2224 2207 3362 3322 3290 3263 3241 3221 32043933 3930 3927 3924 3922 3920 3918 6310 6306 6303 6301 6299 6297 6295

12'-10" 15'-0" 15'-5" 400 400 337 283 241 208 181 11'-3" 13'-1" 13'-7" 400 400 400 400 392 302 2582552 2503 2463 2430 2401 2377 2356 3549 3500 3460 3427 3398 3374 33533955 3951 3947 3944 3941 3939 3937 6332 6327 6324 6321 6318 6316 6314

NOTES: Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition". Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUESFOR COMPOSITE FLOOR-DEK 3 (CFD-3) WITH STRUCTURAL LIGHTWEIGHT CONCRETE FILL

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

7.5"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

8.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)

18 S (plf)G' (kips/in.)

G' (kips/in.)

G' (kips/in.)

TABLE 15

16 S (plf)G' (kips/in.)

9"

22 S (plf)

20

16 S (plf)G' (kips/in.)

9.5"

22 S (plf)G' (kips/in.)

20 S (plf)

18

ESR-1169 | Most Widely Accepted and Trusted Page 23 of 77

Page 24: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

NW Conc. Single Double Triple NW Conc. Single Double Triple145 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 145 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0"

9'-5" 10'-5" 10'-9" 204 165 116 94 77 64 42 7'-9" 8'-6" 8'-9" 358 283 228 186 153 127 1061785 1755 1731 1711 1694 1680 1667 3294 3264 3240 3220 3203 3189 31761996 1994 1992 1990 1988 1987 1986 4373 4370 4368 4367 4365 4364 4363

10'-11" 12'-2" 12'-7" 242 196 162 136 95 74 49 8'-11" 10'-0" 10'-4" 400 379 279 229 190 159 1341903 1868 1839 1814 1794 1776 1761 3412 3377 3348 3323 3303 3285 32702009 2007 2004 2002 2000 1999 1998 4386 4383 4381 4379 4377 4376 4374

12'-1" 14'-2" 14'-7" 248 201 166 140 119 103 60 9'-10" 11'-8" 12'-0" 400 391 324 272 196 164 1391977 1937 1905 1878 1856 1836 1819 3486 3446 3414 3387 3365 3345 33282032 2028 2025 2023 2021 2019 2017 4409 4405 4402 4400 4397 4395 4394

13'-8" 15'-11" 16'-1" 304 246 204 171 146 126 109 11'-3" 13'-2" 13'-7" 400 400 398 335 285 210 1782164 2115 2075 2042 2013 1989 1968 3673 3624 3584 3551 3522 3498 34772053 2049 2045 2042 2040 2037 2035 4430 4426 4422 4419 4417 4414 4412

8'-11" 9'-11" 10'-3" 239 193 136 111 91 75 62 7'-7" 8'-3" 8'-6" 395 313 252 206 170 141 1182087 2057 2033 2013 1996 1981 1969 3596 3566 3542 3522 3505 3490 34782471 2469 2467 2465 2464 2462 2461 4848 4846 4844 4842 4841 4839 4838

10'-4" 11'-8" 12'-0" 284 230 190 160 112 94 74 8'-9" 9'-8" 10'-0" 400 400 308 253 210 176 1482205 2170 2140 2116 2096 2078 2063 3714 3679 3649 3625 3605 3587 35722485 2482 2480 2478 2476 2474 2473 4862 4859 4856 4854 4853 4851 4850

11'-5" 13'-6" 14'-0" 291 236 195 164 140 120 81 9'-7" 11'-4" 11'-8" 400 400 358 262 218 183 1542278 2239 2207 2180 2157 2138 2121 3787 3748 3716 3689 3666 3647 36302507 2504 2501 2498 2496 2494 2492 4884 4880 4877 4875 4873 4871 4869

13'-1" 15'-3" 15'-7" 357 289 239 201 171 148 129 11'-0" 12'-9" 13'-2" 400 400 400 370 316 234 1992466 2417 2377 2343 2315 2291 2270 3975 3926 3886 3852 3824 3800 37792529 2524 2521 2518 2515 2513 2511 4906 4901 4898 4895 4892 4890 4888

8'-6" 9'-6" 9'-10" 275 197 158 129 106 88 73 7'-5" 8'-0" 8'-3" 400 344 277 226 187 155 1302389 2359 2335 2315 2298 2283 2270 3898 3868 3844 3824 3807 3792 37792947 2944 2942 2941 2939 2938 2937 5323 5321 5319 5317 5316 5315 5313

9'-10" 11'-2" 11'-6" 328 266 220 158 131 109 92 8'-6" 9'-5" 9'-9" 400 400 339 278 231 194 1632507 2471 2442 2418 2397 2380 2365 4016 3980 3951 3927 3906 3889 38742960 2957 2955 2953 2951 2950 2948 5337 5334 5332 5330 5328 5326 5325

10'-10" 13'-0" 13'-5" 337 273 226 190 161 112 94 9'-5" 11'-0" 11'-4" 400 400 392 289 240 201 1702580 2541 2509 2482 2459 2440 2423 4089 4050 4018 3991 3968 3949 39322983 2979 2976 2973 2971 2969 2968 5359 5356 5353 5350 5348 5346 5344

12'-5" 14'-8" 15'-2" 400 335 277 232 198 171 149 10'-9" 12'-5" 12'-10" 400 400 400 400 305 257 2192767 2718 2678 2645 2617 2593 2572 4276 4227 4187 4154 4126 4102 40813004 3000 2996 2993 2990 2988 2986 5381 5377 5373 5370 5367 5365 5363

8'-2" 9'-2" 9'-5" 313 225 181 147 121 100 84 7'-3" 7'-9" 8'-0" 400 374 302 247 204 170 1422690 2661 2637 2617 2600 2585 2572 4199 4170 4146 4126 4109 4094 40813422 3420 3418 3416 3414 3413 3412 5799 5796 5794 5793 5791 5790 5789

9'-5" 10'-9" 11'-1" 374 303 250 181 150 125 105 8'-4" 9'-2" 9'-5" 400 400 370 304 252 211 1792809 2773 2744 2720 2699 2682 2666 4318 4282 4253 4229 4208 4191 41753435 3433 3430 3428 3426 3425 3424 5812 5809 5807 5805 5803 5802 5800

10'-5" 12'-6" 12'-11" 384 311 257 216 155 129 109 9'-2" 10'-8" 11'-0" 400 400 400 315 262 220 1862882 2843 2810 2784 2761 2742 2725 4391 4352 4320 4293 4270 4251 42343458 3454 3451 3449 3447 3445 3443 5835 5831 5828 5826 5823 5821 5820

11'-11" 14'-1" 14'-7" 400 382 316 265 226 195 140 10'-6" 12'-1" 12'-6" 400 400 400 400 334 282 2403069 3020 2980 2947 2919 2895 2874 4578 4529 4489 4456 4428 4404 43833479 3475 3472 3468 3466 3464 3462 5856 5852 5848 5845 5843 5840 5838

7'-11" 8'-10" 9'-1" 353 254 204 166 137 114 95 7'-1" 7'-6" 7'-9" 400 400 327 268 221 184 1552992 2963 2939 2918 2901 2887 2874 4501 4472 4448 4427 4410 4396 43833897 3895 3893 3891 3890 3889 3887 6274 6272 6270 6268 6267 6265 6264

9'-2" 10'-4" 10'-8" 400 341 249 204 169 142 119 8'-2" 8'-11" 9'-2" 400 400 400 329 274 230 1943111 3075 3046 3022 3001 2983 2968 4620 4584 4555 4531 4510 4492 44773911 3908 3906 3904 3902 3900 3899 6288 6285 6282 6280 6279 6277 6276

10'-1" 12'-1" 12'-5" 400 351 290 244 175 147 123 9'-0" 10'-5" 10'-9" 400 400 400 342 285 239 2023184 3144 3112 3085 3063 3043 3027 4693 4653 4621 4595 4572 4552 45363933 3930 3927 3924 3922 3920 3918 6310 6306 6303 6301 6299 6297 6295

11'-7" 13'-7" 14'-1" 400 400 357 300 255 220 159 10'-4" 11'-9" 12'-2" 400 400 400 400 363 306 2613371 3322 3282 3249 3221 3196 3175 4880 4831 4791 4758 4730 4705 46843955 3951 3947 3944 3941 3939 3937 6332 6327 6324 6321 6318 6316 6314

NOTES:

FOR COMPOSITE FLOOR-DEK 3 (CFD-3) WITH NORMAL-WEIGHT STRUCTURAL CONCRETE FILL

16 S (plf)G' (kips/in.)

9.5"

22

G' (kips/in.)

16 S (plf)

20

Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition".

Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.

9"

22 S (plf)

S (plf)

S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

G' (kips/in.)

8.5"

22 S (plf)G' (kips/in.)

20

S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18

20 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

G' (kips/in.)

S (plf)G' (kips/in.)

20 S (plf)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

16

S (plf)G' (kips/in.)

18

8"

22

G' (kips/in.)

18

G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16

20 S (plf)

7"

22 S (plf)G' (kips/in.)

20

S (plf)G' (kips/in.)

S (plf)

6.5"

22 S (plf)G' (kips/in.)

20

G' (kips/in.)

S (plf)G' (kips/in.)

16 S (plf)

G' (kips/in.)

S (plf)G' (kips/in.)

6"

22 S (plf)G' (kips/in.)

20 S (plf)

18

5.5"

22 S (plf)G' (kips/in.)

20G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

Span

18

S (plf)

22

7.5"

G' (kips/in.)

S (plf)G' (kips/in.)

5"

22G' (kips/in.)

20

16 S (plf)G' (kips/in.)

S (plf)

S (plf)

18

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES

G' (kips/in.)

TABLE 16

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

ESR-1169 | Most Widely Accepted and Trusted Page 24 of 77

Page 25: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

LW Conc. Single Double Triple LW Conc. Single Double Triple110 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 110 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0"

10'-2" 12'-7" 13'-0" 186 150 124 104 89 47 30 8'-3" 10'-5" 10'-10" 363 294 217 178 147 124 1041377 1348 1323 1303 1286 1271 1258 2374 2345 2320 2300 2283 2268 22562024 2021 2019 2017 2015 2014 2012 4400 4398 4395 4393 4392 4390 4389

11'-9" 14'-4" 14'-10" 220 178 147 123 105 91 36 9'-6" 11'-11" 12'-4" 400 350 289 243 180 152 1291496 1460 1431 1407 1386 1368 1353 2493 2457 2428 2404 2383 2365 23502042 2039 2036 2034 2032 2030 2029 4419 4416 4413 4411 4409 4407 4405

12'-11" 14'-11" 15'-5" 223 181 150 126 107 92 80 10'-5" 12'-6" 12'-11" 400 359 297 249 185 156 1321567 1528 1496 1469 1446 1427 1410 2564 2525 2493 2466 2443 2424 24072032 2028 2025 2023 2021 2019 2017 4409 4405 4402 4400 4397 4395 4394

14'-4" 16'-8" 16'-10" 272 220 182 153 130 112 98 11'-10" 14'-0" 14'-5" 400 400 363 305 260 224 1681754 1705 1665 1632 1604 1580 1559 2751 2702 2662 2629 2601 2577 25562053 2049 2045 2042 2040 2037 2035 4430 4426 4422 4419 4417 4414 4412

9'-8" 12'-1" 12'-5" 218 177 146 123 87 69 47 7'-11" 10'-2" 10'-6" 400 325 240 197 164 137 1161577 1547 1523 1502 1485 1471 1458 2574 2544 2520 2500 2482 2468 24552499 2496 2494 2492 2490 2489 2488 4876 4873 4871 4869 4867 4866 4864

11'-2" 13'-9" 14'-2" 258 209 173 145 124 107 54 9'-2" 11'-7" 12'-0" 400 387 320 269 200 169 1431696 1660 1630 1606 1585 1568 1552 2693 2657 2627 2603 2582 2565 25492518 2514 2512 2509 2507 2505 2504 4894 4891 4888 4886 4884 4882 4881

12'-3" 14'-3" 14'-9" 263 213 176 148 126 109 67 10'-1" 12'-1" 12'-6" 400 398 329 276 206 174 1481766 1727 1695 1668 1645 1626 1609 2764 2724 2692 2665 2643 2623 26062507 2504 2501 2498 2496 2494 2492 4884 4880 4877 4875 4873 4871 4869

13'-11" 16'-0" 16'-4" 320 260 215 180 154 132 115 11'-5" 13'-7" 14'-0" 400 400 400 339 289 249 1871954 1905 1865 1831 1803 1779 1758 2951 2902 2862 2828 2800 2776 27552529 2524 2521 2518 2515 2513 2511 4906 4901 4898 4895 4892 4890 4888

9'-2" 11'-7" 12'-0" 253 205 169 142 101 84 68 7'-9" 9'-10" 10'-2" 400 357 264 217 180 151 1281776 1746 1722 1702 1685 1670 1657 2773 2744 2719 2699 2682 2667 26542974 2972 2969 2967 2966 2964 2963 5351 5348 5346 5344 5343 5341 5340

10'-8" 13'-3" 13'-8" 300 243 201 169 144 103 78 9'-0" 11'-3" 11'-8" 400 400 352 264 221 186 1581895 1859 1830 1805 1785 1767 1752 2892 2856 2827 2802 2782 2764 27492993 2990 2987 2985 2983 2981 2979 5370 5367 5364 5361 5359 5358 5356

11'-8" 13'-9" 14'-3" 306 248 205 172 146 126 89 9'-10" 11'-9" 12'-2" 400 400 362 304 227 192 1631966 1927 1894 1868 1845 1825 1809 2963 2924 2891 2865 2842 2823 28062983 2979 2976 2973 2971 2969 2968 5359 5356 5353 5350 5348 5346 5344

13'-4" 15'-5" 15'-10" 372 302 249 210 179 154 134 11'-2" 13'-2" 13'-8" 400 400 400 373 318 242 2072153 2104 2064 2031 2003 1978 1957 3150 3101 3061 3028 3000 2976 29553004 3000 2996 2993 2990 2988 2986 5381 5377 5373 5370 5367 5365 5363

8'-10" 11'-2" 11'-6" 289 234 193 140 116 97 82 7'-8" 9'-7" 9'-11" 400 356 288 237 197 165 1401976 1946 1922 1901 1884 1869 1857 2973 2943 2919 2898 2881 2867 28543450 3447 3445 3443 3441 3440 3438 5826 5824 5822 5820 5818 5816 5815

10'-3" 12'-9" 13'-2" 342 277 229 193 164 119 101 8'-10" 11'-0" 11'-4" 400 400 383 289 241 203 1732094 2059 2029 2005 1984 1966 1951 3091 3056 3026 3002 2981 2964 29483468 3465 3462 3460 3458 3456 3455 5845 5842 5839 5837 5835 5833 5831

11'-2" 13'-3" 13'-9" 350 283 234 197 168 122 103 9'-8" 11'-6" 11'-10" 400 400 395 298 249 210 1792165 2126 2094 2067 2044 2025 2008 3162 3123 3091 3064 3041 3022 30053458 3454 3451 3449 3447 3445 3443 5835 5831 5828 5826 5823 5821 5820

12'-9" 14'-10" 15'-4" 400 346 286 240 205 176 154 10'-11" 12'-10" 13'-4" 400 400 400 400 347 266 2272352 2303 2264 2230 2202 2178 2157 3350 3301 3261 3227 3199 3175 31543479 3475 3472 3468 3466 3464 3462 5856 5852 5848 5845 5843 5840 5838

8'-6" 10'-10" 11'-2" 325 264 218 159 132 110 93 7'-6" 9'-2" 9'-7" 400 386 313 257 214 180 1522175 2145 2121 2101 2084 2069 2056 3172 3142 3118 3098 3081 3066 30533925 3922 3920 3918 3916 3915 3914 6302 6299 6297 6295 6293 6292 6290

9'-10" 12'-4" 12'-9" 387 313 259 218 161 135 115 8'-8" 10'-9" 11'-1" 400 400 400 314 262 221 1882294 2258 2229 2204 2184 2166 2151 3291 3255 3226 3201 3181 3163 31483944 3940 3938 3935 3933 3932 3930 6320 6317 6314 6312 6310 6308 6307

10'-9" 12'-10" 13'-3" 396 321 265 223 190 139 118 9'-5" 11'-2" 11'-7" 400 400 400 324 271 229 1952365 2325 2293 2266 2244 2224 2207 3362 3322 3290 3263 3241 3221 32043933 3930 3927 3924 3922 3920 3918 6310 6306 6303 6301 6299 6297 6295

12'-3" 14'-5" 14'-11" 400 392 324 272 232 200 149 10'-9" 12'-7" 13'-0" 400 400 400 400 377 289 2472552 2503 2463 2430 2401 2377 2356 3549 3500 3460 3427 3398 3374 33533955 3951 3947 3944 3941 3939 3937 6332 6327 6324 6321 6318 6316 6314

NOTES:

Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

16 S (plf)G' (kips/in.)

9.5"

22 S (plf)G' (kips/in.)

18G' (kips/in.)

G' (kips/in.)

S (plf)

Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition".

20 S (plf)

16 S (plf)G' (kips/in.)

COMPOSITE FLOOR-DEK 3 ES (CFD-3 ES) INTERLOCKING WITH STRUCTURAL LIGHTWEIGHT CONCRETE FILL

16 S (plf)G' (kips/in.)

9"

22 S (plf)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

G' (kips/in.)

8.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

7.5"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

22

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

TABLE 17

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES FOR

ESR-1169 | Most Widely Accepted and Trusted Page 25 of 77

Page 26: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Total Slab Total SlabDepth Depth

NW Conc. Single Double Triple NW Conc. Single Double Triple145 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0" 145 pcf Span Span Span 9'-0" 10'-0" 11'-0" 12'-0" 13'-0" 14'-0" 15'-0"

9'-1" 11'-6" 11'-10" 195 158 131 89 73 60 40 7'-6" 9'-3" 9'-8" 378 271 218 178 146 121 1011787 1757 1733 1713 1695 1681 1668 3296 3266 3242 3222 3204 3190 31772024 2021 2019 2017 2015 2014 2012 4400 4398 4395 4393 4392 4390 4389

10'-7" 13'-1" 13'-7" 232 188 155 130 111 71 47 8'-8" 10'-9" 11'-1" 400 365 302 219 181 151 1271906 1870 1841 1816 1795 1778 1762 3415 3379 3350 3325 3304 3287 32712042 2039 2036 2034 2032 2030 2029 4419 4416 4413 4411 4409 4407 4405

11'-7" 13'-8" 14'-1" 237 192 159 134 114 98 58 9'-6" 11'-3" 11'-7" 400 377 312 226 188 157 1321977 1937 1905 1878 1856 1836 1819 3486 3446 3414 3387 3365 3345 33282032 2028 2025 2023 2021 2019 2017 4409 4405 4402 4400 4397 4395 4394

13'-2" 15'-3" 15'-9" 290 235 194 163 139 120 105 10'-9" 12'-7" 13'-0" 400 400 383 322 274 201 1702164 2115 2075 2042 2013 1989 1968 3673 3624 3584 3551 3522 3498 34772053 2049 2045 2042 2040 2037 2035 4430 4426 4422 4419 4417 4414 4412

8'-8" 11'-0" 11'-4" 229 186 153 105 86 71 59 7'-4" 8'-9" 9'-1" 400 300 242 197 162 135 1132089 2059 2035 2014 1997 1983 1970 3598 3568 3544 3523 3506 3492 34792499 2496 2494 2492 2490 2489 2488 4876 4873 4871 4869 4867 4866 4864

10'-0" 12'-6" 12'-11" 273 221 182 153 107 89 72 8'-6" 10'-5" 10'-9" 400 400 296 243 201 168 1422207 2172 2142 2118 2097 2080 2064 3716 3681 3651 3627 3606 3589 35732518 2514 2512 2509 2507 2505 2504 4894 4891 4888 4886 4884 4882 4881

11'-0" 13'-1" 13'-6" 279 226 187 157 134 91 77 9'-3" 10'-11" 11'-3" 400 400 345 251 209 175 1472278 2239 2207 2180 2157 2138 2121 3787 3748 3716 3689 3666 3647 36302507 2504 2501 2498 2496 2494 2492 4884 4880 4877 4875 4873 4871 4869

12'-6" 14'-7" 15'-1" 342 277 229 192 164 141 123 10'-6" 12'-3" 12'-8" 400 400 400 357 265 224 1902466 2417 2377 2343 2315 2291 2270 3975 3926 3886 3852 3824 3800 37792529 2524 2521 2518 2515 2513 2511 4906 4901 4898 4895 4892 4890 4888

8'-3" 10'-6" 10'-10" 265 214 151 123 101 83 69 7'-2" 8'-3" 8'-7" 400 330 265 217 179 148 1242391 2361 2336 2316 2299 2284 2272 3900 3870 3846 3825 3808 3793 37812974 2972 2969 2967 2966 2964 2963 5351 5348 5346 5344 5343 5341 5340

9'-7" 12'-0" 12'-5" 315 255 211 177 125 104 87 8'-3" 10'-1" 10'-5" 400 400 325 267 221 185 1562509 2473 2444 2420 2399 2381 2366 4018 3982 3953 3929 3908 3890 38752993 2990 2987 2985 2983 2981 2979 5370 5367 5364 5361 5359 5358 5356

10'-5" 12'-6" 12'-11" 324 262 217 182 128 107 90 9'-1" 10'-7" 10'-11" 400 400 337 277 230 192 1622580 2541 2509 2482 2459 2440 2423 4089 4050 4018 3991 3968 3949 39322983 2979 2976 2973 2971 2969 2968 5359 5356 5353 5350 5348 5346 5344

11'-10" 14'-0" 14'-6" 397 321 266 223 190 164 116 10'-3" 11'-10" 12'-3" 400 400 400 392 293 247 2092767 2718 2678 2645 2617 2593 2572 4276 4227 4187 4154 4126 4102 40813004 3000 2996 2993 2990 2988 2986 5381 5377 5373 5370 5367 5365 5363

7'-11" 10'-1" 10'-5" 302 244 173 141 115 95 79 7'-0" 7'-9" 8'-1" 400 359 290 236 195 162 1362692 2663 2638 2618 2601 2586 2573 4201 4172 4147 4127 4110 4095 40823450 3447 3445 3443 3441 3440 3438 5826 5824 5822 5820 5818 5816 5815

9'-2" 11'-7" 11'-11" 359 291 241 173 143 119 100 8'-1" 9'-10" 10'-2" 400 400 355 291 242 202 1712811 2775 2746 2722 2701 2683 2668 4320 4284 4255 4231 4210 4192 41773468 3465 3462 3460 3458 3456 3455 5845 5842 5839 5837 5835 5833 5831

10'-0" 12'-1" 12'-5" 370 299 247 208 147 123 103 8'-10" 10'-3" 10'-7" 400 400 368 302 251 211 1782882 2843 2810 2784 2761 2742 2725 4391 4352 4320 4293 4270 4251 42343458 3454 3451 3449 3447 3445 3443 5835 5831 5828 5826 5823 5821 5820

11'-4" 13'-6" 13'-11" 400 367 304 255 217 157 133 10'-0" 11'-7" 11'-11" 400 400 400 383 320 270 2293069 3020 2980 2947 2919 2895 2874 4578 4529 4489 4456 4428 4404 43833479 3475 3472 3468 3466 3464 3462 5856 5852 5848 5845 5843 5840 5838

7'-8" 9'-9" 10'-0" 339 275 195 159 131 108 90 6'-10" 7'-5" 7'-8" 400 389 314 256 212 176 1472994 2964 2940 2920 2903 2888 2875 4503 4473 4449 4429 4412 4397 43843925 3922 3920 3918 3916 3915 3914 6302 6299 6297 6295 6293 6292 6290

8'-11" 11'-2" 11'-6" 400 328 271 196 162 135 114 7'-11" 9'-7" 9'-11" 400 400 385 316 262 220 1853113 3077 3048 3023 3003 2985 2970 4622 4586 45557 4532 4512 4494 44793944 3940 3938 3935 3933 3932 3930 6320 6317 6314 6312 6310 6308 6307

9'-9" 11'-7" 12'-0" 400 338 279 235 167 140 118 8'-8" 10'-0" 10'-4" 400 400 400 328 273 229 1933184 3144 3112 3085 3063 3043 3027 4693 4653 4621 4595 4572 4552 45363933 3930 3927 3924 3922 3920 3918 6310 6306 6303 6301 6299 6297 6295

11'-1" 13'-0" 13'-6" 400 400 343 288 246 179 152 9'-10" 11'-3" 11'-7" 400 400 400 400 348 294 2503371 3322 3282 3249 3221 3196 3175 4880 4831 4791 4758 4730 4705 46843955 3951 3947 3944 3941 3939 3937 6332 6327 6324 6321 6318 6316 6314

NOTES:

5"

22 S (plf)G' (kips/in.)

20 S (plf)

Maximum unshored construction clear spans are based on deck supporting the dead load of concrete plus either 20 psf uniform construction live load or 150 pound concentrated live load for flexure. Dead load deflection is limited to a maximum of L/180 or 3/4", whichever is less. For Nos. 22 and 20 gage deck panels, Fy = 50 ksi, Fu = 65 ksi; for Nos. 18 and 16 gage deck panels, Fy = 40 ksi, Fu = 55 ksi. Minimum concrete compressive strength at 28 days, f'c = 3 ksi. Total slab depth is from top of concrete to bottom of steel deck panel.Four, 1/2" effective diameter support puddle welds (36/4 Pattern) and 1-1/2 seam welds are used at 36" o.c. Diaphragm Shear (S) values have been divided by a safety factor of 3.25 to obtain (ASD) Diaphragm Shear values. Calculations are based on a "Single Span Condition". Superimposed load values are based on ANSI/ASCE 3-91 and SDI's Composite Deck Design Handbook (SDI CDD2).

G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

ALLOWABLE SUPERIMPOSED LOAD (psf), DIAPHRAGM SHEAR S (plf), AND STIFFNESS G' (kips/in) VALUES FOR

Gage

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span Gage

COMPOSITE FLOOR-DEK 3 ES (CFD-3 ES) INTERLOCKING WITH NORMAL-WEIGHT STRUCTURAL CONCRETE FILL

Maximun Unshored Clear Spans Superimposed Live Loads (psf) - No Shear Studs

Span

5.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

6.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

7"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

7.5"

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

8"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

8.5"

22 S (plf)G' (kips/in.)

20 S (plf)G' (kips/in.)

G' (kips/in.)

16 S (plf)G' (kips/in.)

18 S (plf)G' (kips/in.)

16 S (plf)G' (kips/in.)

S (plf)G' (kips/in.)

S (plf)

18 S (plf)G' (kips/in.)

G' (kips/in.)

G' (kips/in.)

TABLE 18

16 S (plf)G' (kips/in.)

9"

22 S (plf)

20

16 S (plf)G' (kips/in.)

9.5"

22 S (plf)G' (kips/in.)

20 S (plf)

18

ESR-1169 | Most Widely Accepted and Trusted Page 26 of 77

Page 27: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 585 559 538 522 508 497 488 435*G' 5.1 6.0 7.0 7.9 8.9 9.8 10.7 11.6

12" S 477 440 412 389 371 356 344 333G' 5.0 6.0 6.9 7.8 8.7 9.6 10.4 11.3

18" S 432 391 360 335 316 299 286 27422 G' 5.0 5.9 6.8 7.7 8.6 9.4 10.2 11.0

0.0295" 24" S 408 365 333 307 286 270 256 244G' 5.0 5.9 6.8 7.6 8.5 9.3 10.1 10.9

30" S 393 349 316 289 268 251 237 225G' 5.0 5.9 6.7 7.6 8.4 9.2 10.0 10.7

36" S 383 338 304 277 256 239 224 212G' 5.0 5.9 6.7 7.5 8.3 9.1 9.9 10.6

6" S 715 682 657 637 620 607 595 581*G' 8.1 9.6 11.1 12.6 14.0 15.4 16.8 18.2

12" S 583 538 503 475 453 434 419 406G' 8.0 9.5 10.9 12.3 13.7 15.0 16.3 17.5

18" S 529 479 440 410 386 366 349 33520 G' 8.0 9.4 10.8 12.1 13.4 14.7 15.9 17.0

0.0358" 24" S 500 447 407 375 350 329 312 298G' 7.9 9.3 10.7 11.9 13.2 14.4 15.5 16.6

30" S 481 427 386 354 328 307 289 274G' 7.9 9.2 10.6 11.8 13.0 14.2 15.3 16.3

36" S 469 414 372 339 313 292 274 259G' 7.8 9.2 10.5 11.7 12.9 14.0 15.0 16.0

6" S 958 914 879 852 829 811 795 782G' 15.9 18.8 21.6 24.3 26.9 29.5 32.0 34.4

12" S 783 721 674 636 606 581 560 542G' 15.6 18.3 20.9 23.4 25.8 28.1 30.3 32.5

18" S 711 642 590 549 517 490 467 44818 G' 15.4 18.0 20.4 22.8 25.0 27.1 29.1 31.0

0.0474" 24" S 672 600 546 503 469 441 418 398G' 15.2 17.7 20.1 22.3 24.4 26.3 28.1 29.9

30" S 648 574 519 475 440 412 388 368G' 15.1 17.5 19.8 21.9 23.9 25.7 27.4 28.9

36" S 631 556 500 456 420 391 368 347G' 15.0 17.4 19.6 21.6 23.4 25.1 26.7 28.2

6" S 1225 1167 1122 1086 1057 1033 1012 995G' 27.4 32.2 36.8 41.1 45.3 49.4 53.3 57.0

12" S 1002 922 861 812 773 741 714 691G' 26.6 31.0 35.1 39.0 42.6 46.1 49.3 52.4

18" S 911 822 755 702 660 625 596 57216 G' 26.1 30.2 33.9 37.4 40.7 43.7 46.5 49.1

0.0598" 24" S 861 769 699 644 600 564 534 509G' 25.7 29.6 33.1 36.3 39.2 41.9 44.3 46.6

30" S 831 736 664 608 563 527 496 470G' 25.4 29.1 32.4 35.4 38.0 40.4 42.6 44.6

36" S 810 714 641 584 538 501 470 444G' 25.2 28.7 31.8 34.6 37.1 39.3 41.2 43.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 827 766 721 685 657 626* 517* 435*G' 35.1 40.2 44.8 49.1 53.0 56.6 59.9 63.0

12" S 670 601 549 509 478 452 431 413G' 33.8 38.2 42.2 45.7 48.8 51.7 54.2 56.5

18" S 613 541 487 446 414 388 366 34822 G' 33.0 37.1 40.6 43.6 46.2 48.5 50.5 52.3

0.0295" 24" S 584 510 456 414 381 355 333 314G' 32.5 36.3 39.5 42.1 44.4 46.3 48.0 49.4

30" S 566 491 437 395 361 335 313 294G' 32.1 35.7 38.7 41.1 43.1 44.8 46.1 47.3

36" S 554 479 424 382 348 321 299 280G' 31.8 35.3 38.1 40.3 42.1 43.5 44.7 45.7

6" S 1011 936 880 836 801 773 691* 581*G' 52.6 59.5 65.6 71.1 76.0 80.4 84.4 88.1

12" S 819 734 671 622 583 552 526 504G' 49.9 55.7 60.6 64.8 68.4 71.6 74.4 76.9

18" S 750 661 596 545 506 473 447 42420 G' 48.4 53.4 57.6 61.0 63.8 66.2 68.2 70.0

0.0358" 24" S 714 624 558 506 466 433 407 384G' 47.4 52.0 55.6 58.4 60.7 62.6 64.1 65.3

30" S 693 601 534 483 442 409 382 359G' 46.7 50.9 54.1 56.6 58.5 60.0 61.1 62.0

36" S 678 586 519 467 426 393 366 343G' 46.2 50.1 53.0 55.2 56.8 58.0 58.9 59.5

6" S 1354 1252 1176 1117 1070 1032 1000 884*G' 91.0 100.7 108.9 116.0 122.1 127.5 132.2 136.4

12" S 1100 985 899 833 781 738 703 674G' 84.3 91.5 97.3 101.9 105.8 109.0 111.6 113.9

18" S 1008 888 800 732 678 635 599 56818 G' 80.6 86.3 90.6 93.9 96.4 98.4 99.9 101.1

0.0474" 24" S 961 839 749 680 626 582 545 515G' 78.2 83.0 86.4 88.7 90.3 91.5 92.3 92.9

30" S 932 809 718 649 594 549 513 482G' 76.5 80.7 83.4 85.1 86.1 86.7 87.0 87.1

36" S 912 789 698 628 573 528 491 460G' 75.3 79.0 81.2 82.4 83.0 83.1 83.0 82.8

6" S 1729 1598 1500 1424 1363 1314 1272 1238G' 137.6 149.2 158.6 166.3 172.9 178.5 183.3 187.5

12" S 1408 1259 1149 1064 997 942 897 859G' 124.3 131.7 137.2 141.4 144.7 147.3 149.3 151.0

18" S 1292 1138 1024 936 867 811 765 72616 G' 117.1 122.3 125.7 127.9 129.4 130.4 131.0 131.4

0.0598" 24" S 1232 1076 960 871 801 744 697 658G' 112.7 116.4 118.4 119.4 119.8 119.8 119.5 119.1

30" S 1196 1038 921 831 761 704 657 617G' 109.7 112.4 113.5 113.6 113.2 112.5 111.6 110.7

36" S 1171 1012 895 805 734 677 629 590G' 107.5 109.5 109.9 109.4 108.4 107.2 105.9 104.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Table 19B-Dek

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 27 of 77

Page 28: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 778 773 769 766 763 626* 517* 435*G' 5.1 6.1 7.1 8.0 9.0 9.9 10.8 11.7

12" S 643 628 617 608 601 595 517* 435*G' 5.1 6.0 7.0 7.9 8.9 9.8 10.7 11.6

18" S 554 532 516 503 493 484 477 435*22 G' 5.1 6.0 7.0 7.9 8.8 9.7 10.6 11.4

0.0295" 24" S 496 470 450 435 423 412 404 397G' 5.0 6.0 6.9 7.8 8.7 9.6 10.5 11.3

30" S 455 427 405 388 375 364 355 347G' 5.0 5.9 6.9 7.8 8.6 9.5 10.3 11.2

36" S 426 396 373 355 341 329 319 311G' 5.0 5.9 6.8 7.7 8.6 9.4 10.2 11.1

6" S 953 947 942 938 935 836* 691* 581*G' 8.2 9.7 11.3 12.8 14.3 15.7 17.2 18.6

12" S 788 770 756 745 736 729 691* 581*G' 8.1 9.6 11.1 12.6 14.1 15.5 16.9 18.3

18" S 679 652 632 616 603 593 584 57720 G' 8.1 9.6 11.0 12.5 13.9 15.3 16.6 17.9

0.0358" 24" S 607 575 551 533 518 505 495 486G' 8.0 9.5 10.9 12.3 13.7 15.0 16.3 17.6

30" S 558 523 496 476 459 446 434 425G' 8.0 9.4 10.8 12.2 13.5 14.8 16.1 17.3

36" S 522 485 456 435 417 403 391 381G' 7.9 9.3 10.7 12.1 13.4 14.6 15.9 17.1

6" S 1284 1275 1269 1264 1260 1256 1052* 884*G' 16.1 19.1 22.0 24.9 27.7 30.5 33.2 35.8

12" S 1062 1037 1018 1003 991 982 973 884*G' 15.9 18.8 21.6 24.4 27.1 29.7 32.2 34.7

18" S 914 878 851 830 813 799 787 77718 G' 15.7 18.5 21.3 23.9 26.5 28.9 31.3 33.7

0.0474" 24" S 818 775 743 717 697 681 667 655G' 15.5 18.3 20.9 23.5 25.9 28.3 30.5 32.7

30" S 751 704 668 641 618 600 585 572G' 15.4 18.0 20.6 23.0 25.4 27.6 29.8 31.9

36" S 703 653 615 585 562 543 527 514G' 15.2 17.8 20.3 22.7 24.9 27.1 29.1 31.1

6" S 1649 1638 1630 1624 1618 1614 1489* 1251*G' 28.0 33.1 38.0 42.8 47.4 51.9 56.3 60.5

12" S 1364 1332 1308 1289 1274 1261 1251 1242G' 27.5 32.3 36.9 41.4 45.7 49.8 53.8 57.7

18" S 1175 1129 1094 1066 1044 1026 1011 99816 G' 27.0 31.6 36.0 40.2 44.2 48.0 51.7 55.2

0.0598" 24" S 1051 996 954 922 896 874 857 842G' 26.5 30.9 35.1 39.1 42.8 46.4 49.8 53.0

30" S 965 904 859 823 794 771 752 735G' 26.1 30.3 34.3 38.1 41.6 44.9 48.1 51.1

36" S 903 838 790 752 722 697 677 660G' 25.7 29.8 33.6 37.2 40.5 43.6 46.5 49.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1250 1224 1205 978* 773* 626* 517* 435*G' 36.3 41.9 47.2 52.1 56.7 60.9 64.9 68.7

12" S 929 884 851 825 773* 626* 517* 435*G' 35.2 40.4 45.2 49.5 53.6 57.3 60.8 64.1

18" S 779 727 688 658 634 615 517* 435*22 G' 34.3 39.2 43.5 47.5 51.1 54.5 57.5 60.3

0.0295" 24" S 695 639 598 566 541 521 504 435*G' 33.6 38.1 42.2 45.8 49.1 52.1 54.8 57.3

30" S 642 584 541 508 482 461 444 430G' 33.0 37.3 41.1 44.4 47.4 50.1 52.5 54.7

36" S 605 546 502 469 442 421 403 389G' 32.5 36.6 40.2 43.3 46.0 48.4 50.6 52.6

6" S 1532 1500 1476 1306* 1032* 836* 691* 581*G' 55.1 63.1 70.3 76.9 83.0 88.5 93.7 98.5

12" S 1138 1083 1042 1011 985 836* 691* 581*G' 52.8 59.9 66.2 71.9 77.1 81.8 86.1 90.0

18" S 954 890 843 806 777 754 691* 581*20 G' 51.0 57.4 63.1 68.1 72.6 76.6 80.2 83.5

0.0358" 24" S 851 783 732 693 663 638 617 581*G' 49.6 55.5 60.6 65.0 68.9 72.4 75.5 78.2

30" S 786 715 663 623 591 565 544 526G' 48.5 53.9 58.5 62.5 65.9 68.9 71.6 74.0

36" S 741 669 615 574 542 516 494 476G' 47.6 52.6 56.8 60.4 63.4 66.1 68.4 70.4

6" S 2064 2021 1988 1963 1571* 1273* 1052* 884*G' 97.8 109.8 120.5 129.9 138.3 145.9 152.7 159.0

12" S 1533 1459 1404 1361 1327 1273* 1052* 884*G' 91.6 101.7 110.4 118.0 124.6 130.5 135.7 140.4

18" S 1285 1199 1135 1086 1047 1015 989 884*18 G' 87.0 95.7 103.0 109.2 114.5 119.2 123.3 126.9

0.0474" 24" S 1147 1054 986 934 893 859 831 808G' 83.5 91.1 97.3 102.4 106.8 110.5 113.8 116.6

30" S 1059 963 893 839 796 761 733 709G' 80.7 87.4 92.7 97.1 100.6 103.7 106.2 108.4

36" S 998 900 828 773 730 694 665 641G' 78.5 84.4 89.0 92.7 95.7 98.1 100.2 101.9

6" S 2651 2596 2555 2522 2224* 1802* 1489* 1251*G' 151.7 167.6 181.1 192.8 202.9 211.9 219.8 226.8

12" S 1969 1874 1804 1749 1705 1670 1489* 1251*G' 138.7 151.1 161.4 170.1 177.5 183.8 189.4 194.3

18" S 1651 1540 1458 1395 1345 1304 1271 124316 G' 129.5 139.5 147.6 154.1 159.6 164.3 168.2 171.7

0.0598" 24" S 1473 1355 1267 1200 1147 1104 1068 1038G' 122.7 130.9 137.2 142.3 146.4 149.8 152.7 155.2

30" S 1360 1237 1147 1077 1022 978 941 911G' 117.5 124.2 129.3 133.2 136.3 138.8 140.8 142.5

36" S 1283 1157 1064 993 937 892 855 824G' 113.3 118.9 122.9 125.9 128.2 130.0 131.4 132.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Table 20B-Dek

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 28 of 77

Page 29: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 733 689 655 628 606 588 517* 435*G' 5.1 6.0 7.0 7.9 8.9 9.8 10.7 11.6

12" S 612 556 514 480 453 430 412 396G' 5.0 6.0 6.9 7.8 8.7 9.6 10.4 11.3

18" S 565 505 460 424 395 371 352 33522 G' 5.0 5.9 6.8 7.7 8.6 9.4 10.2 11.0

0.0295" 24" S 540 478 431 394 365 340 320 303G' 5.0 5.9 6.8 7.6 8.5 9.3 10.1 10.9

30" S 525 462 414 376 346 322 301 284G' 5.0 5.9 6.7 7.6 8.4 9.2 10.0 10.7

36" S 515 451 402 364 334 309 288 271G' 5.0 5.9 6.7 7.5 8.3 9.1 9.9 10.6

6" S 896 842 800 766 739 717 691* 581*G' 8.1 9.6 11.1 12.6 14.0 15.4 16.8 18.2

12" S 749 680 628 586 553 525 503 483G' 8.0 9.5 10.9 12.3 13.7 15.0 16.3 17.5

18" S 692 618 562 518 482 454 429 40920 G' 8.0 9.4 10.8 12.1 13.4 14.7 15.9 17.0

0.0358" 24" S 661 585 527 482 446 416 391 371G' 7.9 9.3 10.7 11.9 13.2 14.4 15.5 16.6

30" S 643 565 506 460 423 393 368 347G' 7.9 9.2 10.6 11.8 13.0 14.2 15.3 16.3

36" S 630 552 492 446 408 378 353 331G' 7.8 9.2 10.5 11.7 12.9 14.0 15.0 16.0

6" S 1202 1128 1071 1025 988 958 932 884*G' 15.9 18.8 21.6 24.3 26.9 29.5 32.0 34.4

12" S 1006 913 842 786 740 703 672 646G' 15.6 18.3 20.9 23.4 25.8 28.1 30.3 32.5

18" S 930 830 754 695 647 608 575 54818 G' 15.4 18.0 20.4 22.8 25.0 27.1 29.1 31.0

0.0474" 24" S 890 787 709 648 599 558 525 497G' 15.2 17.7 20.1 22.3 24.4 26.3 28.1 29.9

30" S 865 760 681 619 569 528 494 466G' 15.1 17.5 19.8 21.9 23.9 25.7 27.4 28.9

36" S 848 742 662 599 549 508 474 445G' 15.0 17.4 19.6 21.6 23.4 25.1 26.7 28.2

6" S 1537 1441 1367 1308 1260 1220 1187 1159G' 27.4 32.2 36.8 41.1 45.3 49.4 53.3 57.0

12" S 1288 1168 1076 1004 946 898 858 824G' 26.6 31.0 35.1 39.0 42.6 46.1 49.3 52.4

18" S 1192 1064 966 889 828 777 735 70016 G' 26.1 30.2 33.9 37.4 40.7 43.7 46.5 49.1

0.0598" 24" S 1141 1009 908 829 766 715 672 635G' 25.7 29.6 33.1 36.3 39.2 41.9 44.3 46.6

30" S 1110 975 873 793 729 676 633 596G' 25.4 29.1 32.4 35.4 38.0 40.4 42.6 44.6

36" S 1089 953 849 768 703 651 607 570G' 25.2 28.7 31.8 34.6 37.1 39.3 41.2 43.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1029 938 870 818 773* 626* 517* 435*G' 35.1 40.2 44.8 49.1 53.0 56.6 59.9 63.0

12" S 864 765 691 634 590 553 517* 435*G' 33.8 38.2 42.2 45.7 48.8 51.7 54.2 56.5

18" S 806 704 628 570 525 488 457 43122 G' 33.0 37.1 40.6 43.6 46.2 48.5 50.5 52.3

0.0295" 24" S 776 673 596 538 492 454 424 398G' 32.5 36.3 39.5 42.1 44.4 46.3 48.0 49.4

30" S 758 654 577 518 472 434 403 377G' 32.1 35.7 38.7 41.1 43.1 44.8 46.1 47.3

36" S 746 641 564 505 459 421 390 364G' 31.8 35.3 38.1 40.3 42.1 43.5 44.7 45.7

6" S 1257 1146 1062 998 947 836* 691* 581*G' 52.6 59.5 65.6 71.1 76.0 80.4 84.4 88.1

12" S 1057 935 845 775 720 676 639 581*G' 49.9 55.7 60.6 64.8 68.4 71.6 74.4 76.9

18" S 986 861 769 698 641 596 558 52720 G' 48.4 53.4 57.6 61.0 63.8 66.2 68.2 70.0

0.0358" 24" S 950 823 730 658 601 556 518 486G' 47.4 52.0 55.6 58.4 60.7 62.6 64.1 65.3

30" S 928 801 706 634 577 531 493 462G' 46.7 50.9 54.1 56.6 58.5 60.0 61.1 62.0

36" S 914 785 691 618 561 515 477 445G' 46.2 50.1 53.0 55.2 56.8 58.0 58.9 59.5

6" S 1685 1535 1422 1335 1266 1209 1052* 884*G' 91.0 100.7 108.9 116.0 122.1 127.5 132.2 136.4

12" S 1420 1255 1133 1040 965 905 855 814G' 84.3 91.5 97.3 101.9 105.8 109.0 111.6 113.9

18" S 1326 1157 1033 937 861 800 749 70718 G' 80.6 86.3 90.6 93.9 96.4 98.4 99.9 101.1

0.0474" 24" S 1278 1108 981 884 808 746 695 652G' 78.2 83.0 86.4 88.7 90.3 91.5 92.3 92.9

30" S 1249 1077 950 853 776 714 663 620G' 76.5 80.7 83.4 85.1 86.1 86.7 87.0 87.1

36" S 1230 1057 929 832 755 692 641 598G' 75.3 79.0 81.2 82.4 83.0 83.1 83.0 82.8

6" S 2155 1960 1815 1703 1613 1541 1480 1251*G' 137.6 149.2 158.6 166.3 172.9 178.5 183.3 187.5

12" S 1819 1607 1450 1329 1234 1156 1092 1038G' 124.3 131.7 137.2 141.4 144.7 147.3 149.3 151.0

18" S 1701 1484 1323 1199 1102 1023 958 90316 G' 117.1 122.3 125.7 127.9 129.4 130.4 131.0 131.4

0.0598" 24" S 1640 1421 1258 1134 1035 956 890 835G' 112.7 116.4 118.4 119.4 119.8 119.8 119.5 119.1

30" S 1604 1382 1219 1094 995 915 849 794G' 109.7 112.4 113.5 113.6 113.2 112.5 111.6 110.7

36" S 1579 1357 1193 1067 968 888 822 766G' 107.5 109.5 109.9 109.4 108.4 107.2 105.9 104.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Fy = 60 ksi and Fu = 62 ksi

Table 21B80-Dek

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 29 of 77

Page 30: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1061 1054 1048 1010* 798* 646* 534* 449*G' 5.0 5.9 6.8 7.8 8.7 9.6 10.5 11.4

12" S 877 857 841 829 798* 646* 534* 449*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.3

18" S 755 726 703 686 672 646* 534* 449*22 G' 4.9 5.8 6.8 7.7 8.5 9.4 10.3 11.1

0.0295" 24" S 676 640 614 593 576 562 534* 449*G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.0

30" S 621 582 552 529 511 496 484 449*G' 4.9 5.8 6.7 7.5 8.4 9.2 10.1 10.9

36" S 581 539 508 484 464 449 435 424G' 4.8 5.7 6.6 7.5 8.3 9.2 10.0 10.8

6" S 1299 1291 1284 1279 1066* 864* 714* 600*G' 7.9 9.4 10.9 12.4 13.9 15.3 16.7 18.1

12" S 1075 1050 1030 1016 1003 864* 714* 600*G' 7.9 9.4 10.8 12.3 13.7 15.1 16.4 17.8

18" S 925 889 862 840 823 808 714* 600*20 G' 7.8 9.3 10.7 12.1 13.5 14.8 16.2 17.4

0.0358" 24" S 828 784 752 726 706 689 675 600*G' 7.8 9.2 10.6 12.0 13.3 14.6 15.9 17.2

30" S 760 712 676 648 626 608 592 579G' 7.7 9.1 10.5 11.9 13.2 14.4 15.7 16.9

36" S 712 661 622 593 569 549 533 520G' 7.7 9.1 10.4 11.7 13.0 14.3 15.5 16.6

6" S 1750 1739 1730 1723 1623* 1314* 1086* 913*G' 15.6 18.6 21.4 24.2 27.0 29.6 32.3 34.8

12" S 1448 1414 1388 1368 1352 1314* 1086* 913*G' 15.4 18.3 21.0 23.7 26.3 28.9 31.4 33.8

18" S 1247 1198 1161 1132 1108 1089 1073 913*18 G' 15.3 18.0 20.7 23.3 25.8 28.2 30.5 32.8

0.0474" 24" S 1115 1057 1012 978 950 928 909 893G' 15.1 17.8 20.4 22.8 25.2 27.5 29.8 31.9

30" S 1024 960 911 873 843 818 798 780G' 15.0 17.6 20.1 22.4 24.7 27.0 29.1 31.1

36" S 958 890 838 798 766 740 718 700G' 14.8 17.4 19.8 22.1 24.3 26.4 28.4 30.4

6" S 2249 2234 2223 2214 2207 1861* 1538* 1292*G' 27.3 32.2 37.0 41.6 46.2 50.5 54.8 58.9

12" S 1860 1816 1783 1758 1737 1720 1538* 1292*G' 26.7 31.4 36.0 40.3 44.5 48.6 52.5 56.3

18" S 1602 1539 1491 1454 1424 1399 1379 1292*16 G' 26.2 30.7 35.0 39.2 43.1 46.8 50.5 53.9

0.0598" 24" S 1432 1357 1301 1257 1221 1192 1168 1147G' 25.8 30.1 34.2 38.1 41.8 45.3 48.6 51.8

30" S 1316 1233 1171 1122 1083 1051 1025 1003G' 25.4 29.6 33.5 37.2 40.6 43.9 47.0 49.9

36" S 1231 1143 1077 1025 984 951 923 899G' 25.1 29.1 32.8 36.3 39.6 42.6 45.5 48.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1705 1669 1319* 1010* 798* 646* 534* 449*G' 35.4 40.9 46.1 50.9 55.4 59.6 63.6 67.3

12" S 1266 1205 1160 1010* 798* 646* 534* 449*G' 34.3 39.4 44.1 48.5 52.5 56.2 59.6 62.9

18" S 1062 991 938 897 798* 646* 534* 449*22 G' 33.5 38.3 42.6 46.5 50.1 53.4 56.5 59.3

0.0295" 24" S 947 871 815 772 737 646* 534* 449*G' 32.8 37.3 41.3 44.9 48.2 51.1 53.8 56.3

30" S 875 796 737 693 658 629 534* 449*G' 32.3 36.5 40.3 43.6 46.6 49.2 51.7 53.9

36" S 825 744 684 639 603 574 534* 449*G' 31.8 35.8 39.4 42.4 45.2 47.6 49.8 51.8

6" S 2089 2045 1762* 1349* 1066* 864* 714* 600*G' 53.8 61.6 68.7 75.3 81.3 86.8 91.9 96.7

12" S 1551 1477 1421 1349* 1066* 864* 714* 600*G' 51.6 58.6 64.9 70.5 75.7 80.3 84.6 88.5

18" S 1301 1214 1149 1099 1060 864* 714* 600*20 G' 49.9 56.2 61.8 66.8 71.3 75.3 78.9 82.2

0.0358" 24" S 1161 1067 998 945 903 864* 714* 600*G' 48.6 54.4 59.4 63.8 67.7 71.2 74.3 77.1

30" S 1072 975 903 849 805 771 714* 600*G' 47.5 52.9 57.4 61.4 64.9 67.9 70.6 72.9

36" S 1011 911 838 783 739 703 674 600*G' 46.6 51.6 55.8 59.4 62.4 65.1 67.4 69.5

6" S 2814 2755 2682* 2053* 1623* 1314* 1086* 913*G' 95.6 107.6 118.2 127.5 135.9 143.5 150.3 156.5

12" S 2090 1989 1914 1856 1623* 1314* 1086* 913*G' 89.7 99.8 108.5 116.0 122.7 128.6 133.8 138.5

18" S 1752 1635 1548 1481 1428 1314* 1086* 913*18 G' 85.3 94.0 101.3 107.5 112.9 117.6 121.7 125.3

0.0474" 24" S 1563 1438 1345 1273 1217 1171 1086* 913*G' 82.0 89.5 95.7 100.9 105.3 109.1 112.4 115.3

30" S 1444 1313 1217 1143 1085 1038 999 913*G' 79.3 86.0 91.3 95.7 99.4 102.4 105.1 107.3

36" S 1361 1228 1129 1054 995 947 907 874G' 77.1 83.1 87.7 91.5 94.5 97.0 99.1 100.9

6" S 3615 3540 3483 2907* 2297* 1861* 1538* 1292*G' 148.7 164.5 178.0 189.7 199.9 208.8 216.8 223.9

12" S 2685 2556 2459 2385 2297* 1861* 1538* 1292*G' 136.2 148.7 159.0 167.7 175.1 181.5 187.2 192.1

18" S 2251 2100 1989 1902 1834 1779 1538* 1292*16 G' 127.4 137.4 145.5 152.2 157.7 162.4 166.5 170.0

0.0598" 24" S 2009 1847 1728 1636 1564 1505 1456 1292*G' 120.8 129.0 135.5 140.6 144.8 148.3 151.3 153.8

30" S 1855 1687 1564 1469 1394 1333 1283 1241G' 115.7 122.5 127.7 131.7 134.9 137.5 139.6 141.3

36" S 1749 1577 1451 1354 1278 1216 1166 1123G' 111.6 117.4 121.5 124.6 127.0 128.8 130.3 131.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Fy = 60 ksi and Fu = 62 ksi

Table 22B80-Dek

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 30 of 77

Page 31: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 585 559 538 522 508 497 488 449*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.2

12" S 477 440 412 389 371 356 344 333G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.0

18" S 432 391 360 335 316 299 286 27422 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.7

0.0295" 24" S 408 365 333 307 286 270 256 244G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.6

30" S 393 349 316 289 268 251 237 225G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.4

36" S 383 338 304 277 256 239 224 212G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.3

6" S 715 682 657 637 620 607 595 585G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.7

12" S 583 538 503 475 453 434 419 406G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.1

18" S 529 479 440 410 386 366 349 33520 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.6

0.0358" 24" S 500 447 407 375 350 329 312 298G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.2

30" S 481 427 386 354 328 307 289 274G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.9

36" S 469 414 372 339 313 292 274 259G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.6

6" S 958 914 879 852 829 811 795 782G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.5

12" S 783 721 674 636 606 581 560 542G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.7

18" S 711 642 590 549 517 490 467 44818 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.3

0.0474" 24" S 672 600 546 503 469 441 418 398G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.2

30" S 648 574 519 475 440 412 388 368G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.3

36" S 631 556 500 456 420 391 368 347G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.6

6" S 1225 1167 1122 1086 1057 1033 1012 995G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.6

12" S 1002 922 861 812 773 741 714 691G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.2

18" S 911 822 755 702 660 625 596 57216 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.1

0.0598" 24" S 861 769 699 644 600 564 534 509G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.6

30" S 831 736 664 608 563 527 496 470G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.7

36" S 810 714 641 584 538 501 470 444G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 827 766 721 685 657 634 534* 449*G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.8

12" S 670 601 549 509 478 452 431 413G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.5

18" S 613 541 487 446 414 388 366 34822 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.5

0.0295" 24" S 584 510 456 414 381 355 333 314G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.7

30" S 566 491 437 395 361 335 313 294G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.6

36" S 554 479 424 382 348 321 299 280G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.1

6" S 1011 936 880 836 801 773 714* 600*G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.7

12" S 819 734 671 622 583 552 526 504G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.8

18" S 750 661 596 545 506 473 447 42420 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.1

0.0358" 24" S 714 624 558 506 466 433 407 384G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.5

30" S 693 601 534 483 442 409 382 359G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.3

36" S 678 586 519 467 426 393 366 343G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.8

6" S 1354 1252 1176 1117 1070 1032 1000 913*G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.6

12" S 1100 985 899 833 781 738 703 674G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.7

18" S 1008 888 800 732 678 635 599 56818 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.1

0.0474" 24" S 961 839 749 680 626 582 545 515G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.0

30" S 932 809 718 649 594 549 513 482G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.3

36" S 912 789 698 628 573 528 491 460G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.1

6" S 1729 1598 1500 1424 1363 1314 1272 1238G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.4

12" S 1408 1259 1149 1064 997 942 897 859G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.7

18" S 1292 1138 1024 936 867 811 765 72616 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.4

0.0598" 24" S 1232 1076 960 871 801 744 697 658G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.3

30" S 1196 1038 921 831 761 704 657 617G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.0

36" S 1171 1012 895 805 734 677 629 590G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

B-Dek ESTable 23

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 31 of 77

Page 32: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 778 773 769 766 763 646* 534* 449*G' 5.0 5.9 6.8 7.8 8.7 9.6 10.5 11.4

12" S 643 628 617 608 601 595 534* 449*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.3

18" S 554 532 516 503 493 484 477 449*22 G' 4.9 5.8 6.8 7.7 8.5 9.4 10.3 11.1

0.0295" 24" S 496 470 450 435 423 412 404 397G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.0

30" S 455 427 405 388 375 364 355 347G' 4.9 5.8 6.7 7.5 8.4 9.2 10.1 10.9

36" S 426 396 373 355 341 329 319 311G' 4.8 5.7 6.6 7.5 8.3 9.2 10.0 10.8

6" S 953 947 942 938 935 864* 714* 600*G' 7.9 9.4 10.9 12.4 13.9 15.3 16.7 18.1

12" S 788 770 756 745 736 729 714* 600*G' 7.9 9.4 10.8 12.3 13.7 15.1 16.4 17.8

18" S 679 652 632 616 603 593 584 57720 G' 7.8 9.3 10.7 12.1 13.5 14.8 16.2 17.4

0.0358" 24" S 607 575 551 533 518 505 495 486G' 7.8 9.2 10.6 12.0 13.3 14.6 15.9 17.2

30" S 558 523 496 476 459 446 434 425G' 7.7 9.1 10.5 11.9 13.2 14.4 15.7 16.9

36" S 522 485 456 435 417 403 391 381G' 7.7 9.1 10.4 11.7 13.0 14.3 15.5 16.6

6" S 1284 1275 1269 1264 1260 1256 1086* 913*G' 15.6 18.6 21.4 24.2 27.0 29.6 32.3 34.8

12" S 1062 1037 1018 1003 991 982 973 913*G' 15.4 18.3 21.0 23.7 26.3 28.9 31.4 33.8

18" S 914 878 851 830 813 799 787 77718 G' 15.3 18.0 20.7 23.3 25.8 28.2 30.5 32.8

0.0474" 24" S 818 775 743 717 697 681 667 655G' 15.1 17.8 20.4 22.8 25.2 27.5 29.8 31.9

30" S 751 704 668 641 618 600 585 572G' 15.0 17.6 20.1 22.4 24.7 27.0 29.1 31.1

36" S 703 653 615 585 562 543 527 514G' 14.8 17.4 19.8 22.1 24.3 26.4 28.4 30.4

6" S 1649 1638 1630 1624 1618 1614 1538* 1292*G' 27.3 32.2 37.0 41.6 46.2 50.5 54.8 58.9

12" S 1364 1332 1308 1289 1274 1261 1251 1242G' 26.7 31.4 36.0 40.3 44.5 48.6 52.5 56.3

18" S 1175 1129 1094 1066 1044 1026 1011 99816 G' 26.2 30.7 35.0 39.2 43.1 46.8 50.5 53.9

0.0598" 24" S 1051 996 954 922 896 874 857 842G' 25.8 30.1 34.2 38.1 41.8 45.3 48.6 51.8

30" S 965 904 859 823 794 771 752 735G' 25.4 29.6 33.5 37.2 40.6 43.9 47.0 49.9

36" S 903 838 790 752 722 697 677 660G' 25.1 29.1 32.8 36.3 39.6 42.6 45.5 48.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1250 1224 1205 1010* 798* 646* 534* 449*G' 35.4 40.9 46.1 50.9 55.4 59.6 63.6 67.3

12" S 929 884 851 825 798* 646* 534* 449*G' 34.3 39.4 44.1 48.5 52.5 56.2 59.6 62.9

18" S 779 727 688 658 634 615 534* 449*22 G' 33.5 38.3 42.6 46.5 50.1 53.4 56.5 59.3

0.0295" 24" S 695 639 598 566 541 521 504 449*G' 32.8 37.3 41.3 44.9 48.2 51.1 53.8 56.3

30" S 642 584 541 508 482 461 444 430G' 32.3 36.5 40.3 43.6 46.6 49.2 51.7 53.9

36" S 605 546 502 469 442 421 403 389G' 31.8 35.8 39.4 42.4 45.2 47.6 49.8 51.8

6" S 1532 1500 1476 1349* 1066* 864* 714* 600*G' 53.8 61.6 68.7 75.3 81.3 86.8 91.9 96.7

12" S 1138 1083 1042 1011 985 864* 714* 600*G' 51.6 58.6 64.9 70.5 75.7 80.3 84.6 88.5

18" S 954 890 843 806 777 754 714* 600*20 G' 49.9 56.2 61.8 66.8 71.3 75.3 78.9 82.2

0.0358" 24" S 851 783 732 693 663 638 617 600*G' 48.6 54.4 59.4 63.8 67.7 71.2 74.3 77.1

30" S 786 715 663 623 591 565 544 526G' 47.5 52.9 57.4 61.4 64.9 67.9 70.6 72.9

36" S 741 669 615 574 542 516 494 476G' 46.6 51.6 55.8 59.4 62.4 65.1 67.4 69.5

6" S 2064 2021 1988 1963 1623* 1314* 1086* 913*G' 95.6 107.6 118.2 127.5 135.9 143.5 150.3 156.5

12" S 1533 1459 1404 1361 1327 1300 1086* 913*G' 89.7 99.8 108.5 116.0 122.7 128.6 133.8 138.5

18" S 1285 1199 1135 1086 1047 1015 989 913*18 G' 85.3 94.0 101.3 107.5 112.9 117.6 121.7 125.3

0.0474" 24" S 1147 1054 986 934 893 859 831 808G' 82.0 89.5 95.7 100.9 105.3 109.1 112.4 115.3

30" S 1059 963 893 839 796 761 733 709G' 79.3 86.0 91.3 95.7 99.4 102.4 105.1 107.3

36" S 998 900 828 773 730 694 665 641G' 77.1 83.1 87.7 91.5 94.5 97.0 99.1 100.9

6" S 2651 2596 2555 2522 2297* 1861* 1538* 1292*G' 148.7 164.5 178.0 189.7 199.9 208.8 216.8 223.9

12" S 1969 1874 1804 1749 1705 1670 1538* 1292*G' 136.2 148.7 159.0 167.7 175.1 181.5 187.2 192.1

18" S 1651 1540 1458 1395 1345 1304 1271 124316 G' 127.4 137.4 145.5 152.2 157.7 162.4 166.5 170.0

0.0598" 24" S 1473 1355 1267 1200 1147 1104 1068 1038G' 120.8 129.0 135.5 140.6 144.8 148.3 151.3 153.8

30" S 1360 1237 1147 1077 1022 978 941 911G' 115.7 122.5 127.7 131.7 134.9 137.5 139.6 141.3

36" S 1283 1157 1064 993 937 892 855 824G' 111.6 117.4 121.5 124.6 127.0 128.8 130.3 131.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Table 24B-Dek ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 32 of 77

Page 33: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 733 689 655 628 606 588 534* 449*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.2

12" S 612 556 514 480 453 430 412 396G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.0

18" S 565 505 460 424 395 371 352 33522 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.7

0.0295" 24" S 540 478 431 394 365 340 320 303G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.6

30" S 525 462 414 376 346 322 301 284G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.4

36" S 515 451 402 364 334 309 288 271G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.3

6" S 896 842 800 766 739 717 698 600*G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.7

12" S 749 680 628 586 553 525 503 483G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.1

18" S 692 618 562 518 482 454 429 40920 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.6

0.0358" 24" S 661 585 527 482 446 416 391 371G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.2

30" S 643 565 506 460 423 393 368 347G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.9

36" S 630 552 492 446 408 378 353 331G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.6

6" S 1202 1128 1071 1025 988 958 932 910G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.5

12" S 1006 913 842 786 740 703 672 646G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.7

18" S 930 830 754 695 647 608 575 54818 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.3

0.0474" 24" S 890 787 709 648 599 558 525 497G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.2

30" S 865 760 681 619 569 528 494 466G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.3

36" S 848 742 662 599 549 508 474 445G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.6

6" S 1537 1441 1367 1308 1260 1220 1187 1159G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.6

12" S 1288 1168 1076 1004 946 898 858 824G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.2

18" S 1192 1064 966 889 828 777 735 70016 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.1

0.0598" 24" S 1141 1009 908 829 766 715 672 635G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.6

30" S 1110 975 873 793 729 676 633 596G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.7

36" S 1089 953 849 768 703 651 607 570G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1029 938 870 818 776 646* 534* 449*G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.8

12" S 864 765 691 634 590 553 523 449*G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.5

18" S 806 704 628 570 525 488 457 43122 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.5

0.0295" 24" S 776 673 596 538 492 454 424 398G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.7

30" S 758 654 577 518 472 434 403 377G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.6

36" S 746 641 564 505 459 421 390 364G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.1

6" S 1257 1146 1062 998 947 864* 714* 600*G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.7

12" S 1057 935 845 775 720 676 639 600*G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.8

18" S 986 861 769 698 641 596 558 52720 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.1

0.0358" 24" S 950 823 730 658 601 556 518 486G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.5

30" S 928 801 706 634 577 531 493 462G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.3

36" S 914 785 691 618 561 515 477 445G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.8

6" S 1685 1535 1422 1335 1266 1209 1086* 913*G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.6

12" S 1420 1255 1133 1040 965 905 855 814G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.7

18" S 1326 1157 1033 937 861 800 749 70718 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.1

0.0474" 24" S 1278 1108 981 884 808 746 695 652G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.0

30" S 1249 1077 950 853 776 714 663 620G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.3

36" S 1230 1057 929 832 755 692 641 598G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.1

6" S 2155 1960 1815 1703 1613 1541 1480 1292*G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.4

12" S 1819 1607 1450 1329 1234 1156 1092 1038G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.7

18" S 1701 1484 1323 1199 1102 1023 958 90316 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.4

0.0598" 24" S 1640 1421 1258 1134 1035 956 890 835G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.3

30" S 1604 1382 1219 1094 995 915 849 794G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.0

36" S 1579 1357 1193 1067 968 888 822 766G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Fy = 60 ksi and Fu = 62 ksi

Table 25B80-Dek ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE FACTOR

ESR-1169 | Most Widely Accepted and Trusted Page 33 of 77

Page 34: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1061 1054 1048 1010* 798* 646* 534* 449*G' 5.0 5.9 6.8 7.8 8.7 9.6 10.5 11.4

12" S 877 857 841 829 798* 646* 534* 449*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.3

18" S 755 726 703 686 672 646* 534* 449*22 G' 4.9 5.8 6.8 7.7 8.5 9.4 10.3 11.1

0.0295" 24" S 676 640 614 593 576 562 534* 449*G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.0

30" S 621 582 552 529 511 496 484 449*G' 4.9 5.8 6.7 7.5 8.4 9.2 10.1 10.9

36" S 581 539 508 484 464 449 435 424G' 4.8 5.7 6.6 7.5 8.3 9.2 10.0 10.8

6" S 1299 1291 1284 1279 1066* 864* 714* 600*G' 7.9 9.4 10.9 12.4 13.9 15.3 16.7 18.1

12" S 1075 1050 1030 1016 1003 864* 714* 600*G' 7.9 9.4 10.8 12.3 13.7 15.1 16.4 17.8

18" S 925 889 862 840 823 808 714* 600*20 G' 7.8 9.3 10.7 12.1 13.5 14.8 16.2 17.4

0.0358" 24" S 828 784 752 726 706 689 675 600*G' 7.8 9.2 10.6 12.0 13.3 14.6 15.9 17.2

30" S 760 712 676 648 626 608 592 579G' 7.7 9.1 10.5 11.9 13.2 14.4 15.7 16.9

36" S 712 661 622 593 569 549 533 520G' 7.7 9.1 10.4 11.7 13.0 14.3 15.5 16.6

6" S 1750 1739 1730 1723 1623* 1314* 1086* 913*G' 15.6 18.6 21.4 24.2 27.0 29.6 32.3 34.8

12" S 1448 1414 1388 1368 1352 1314* 1086* 913*G' 15.4 18.3 21.0 23.7 26.3 28.9 31.4 33.8

18" S 1247 1198 1161 1132 1108 1089 1073 913*18 G' 15.3 18.0 20.7 23.3 25.8 28.2 30.5 32.8

0.0474" 24" S 1115 1057 1012 978 950 928 909 893G' 15.1 17.8 20.4 22.8 25.2 27.5 29.8 31.9

30" S 1024 960 911 873 843 818 798 780G' 15.0 17.6 20.1 22.4 24.7 27.0 29.1 31.1

36" S 958 890 838 798 766 740 718 700G' 14.8 17.4 19.8 22.1 24.3 26.4 28.4 30.4

6" S 2249 2234 2223 2214 2207 1861* 1538* 1292*G' 27.3 32.2 37.0 41.6 46.2 50.5 54.8 58.9

12" S 1860 1816 1783 1758 1737 1720 1538* 1292*G' 26.7 31.4 36.0 40.3 44.5 48.6 52.5 56.3

18" S 1602 1539 1491 1454 1424 1399 1379 1292*16 G' 26.2 30.7 35.0 39.2 43.1 46.8 50.5 53.9

0.0598" 24" S 1432 1357 1301 1257 1221 1192 1168 1147G' 25.8 30.1 34.2 38.1 41.8 45.3 48.6 51.8

30" S 1316 1233 1171 1122 1083 1051 1025 1003G' 25.4 29.6 33.5 37.2 40.6 43.9 47.0 49.9

36" S 1231 1143 1077 1025 984 951 923 899G' 25.1 29.1 32.8 36.3 39.6 42.6 45.5 48.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1705 1669 1319* 1010* 798* 646* 534* 449*G' 35.4 40.9 46.1 50.9 55.4 59.6 63.6 67.3

12" S 1266 1205 1160 1010* 798* 646* 534* 449*G' 34.3 39.4 44.1 48.5 52.5 56.2 59.6 62.9

18" S 1062 991 938 897 798* 646* 534* 449*22 G' 33.5 38.3 42.6 46.5 50.1 53.4 56.5 59.3

0.0295" 24" S 947 871 815 772 737 646* 534* 449*G' 32.8 37.3 41.3 44.9 48.2 51.1 53.8 56.3

30" S 875 796 737 693 658 629 534* 449*G' 32.3 36.5 40.3 43.6 46.6 49.2 51.7 53.9

36" S 825 744 684 639 603 574 534* 449*G' 31.8 35.8 39.4 42.4 45.2 47.6 49.8 51.8

6" S 2089 2045 1762* 1349* 1066* 864* 714* 600*G' 53.8 61.6 68.7 75.3 81.3 86.8 91.9 96.7

12" S 1551 1477 1421 1349* 1066* 864* 714* 600*G' 51.6 58.6 64.9 70.5 75.7 80.3 84.6 88.5

18" S 1301 1214 1149 1099 1060 864* 714* 600*20 G' 49.9 56.2 61.8 66.8 71.3 75.3 78.9 82.2

0.0358" 24" S 1161 1067 998 945 903 864* 714* 600*G' 48.6 54.4 59.4 63.8 67.7 71.2 74.3 77.1

30" S 1072 975 903 849 805 771 714* 600*G' 47.5 52.9 57.4 61.4 64.9 67.9 70.6 72.9

36" S 1011 911 838 783 739 703 674 600*G' 46.6 51.6 55.8 59.4 62.4 65.1 67.4 69.5

6" S 2814 2755 2682* 2053* 1623* 1314* 1086* 913*G' 95.6 107.6 118.2 127.5 135.9 143.5 150.3 156.5

12" S 2090 1989 1914 1856 1623* 1314* 1086* 913*G' 89.7 99.8 108.5 116.0 122.7 128.6 133.8 138.5

18" S 1752 1635 1548 1481 1428 1314* 1086* 913*18 G' 85.3 94.0 101.3 107.5 112.9 117.6 121.7 125.3

0.0474" 24" S 1563 1438 1345 1273 1217 1171 1086* 913*G' 82.0 89.5 95.7 100.9 105.3 109.1 112.4 115.3

30" S 1444 1313 1217 1143 1085 1038 999 913*G' 79.3 86.0 91.3 95.7 99.4 102.4 105.1 107.3

36" S 1361 1228 1129 1054 995 947 907 874G' 77.1 83.1 87.7 91.5 94.5 97.0 99.1 100.9

6" S 3615 3540 3483 2907* 2297* 1861* 1538* 1292*G' 148.7 164.5 178.0 189.7 199.9 208.8 216.8 223.9

12" S 2685 2556 2459 2385 2297* 1861* 1538* 1292*G' 136.2 148.7 159.0 167.7 175.1 181.5 187.2 192.1

18" S 2251 2100 1989 1902 1834 1779 1538* 1292*16 G' 127.4 137.4 145.5 152.2 157.7 162.4 166.5 170.0

0.0598" 24" S 2009 1847 1728 1636 1564 1505 1456 1292*G' 120.8 129.0 135.5 140.6 144.8 148.3 151.3 153.8

30" S 1855 1687 1564 1469 1394 1333 1283 1241G' 115.7 122.5 127.7 131.7 134.9 137.5 139.6 141.3

36" S 1749 1577 1451 1354 1278 1216 1166 1123G' 111.6 117.4 121.5 124.6 127.0 128.8 130.3 131.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Fy = 60 ksi and Fu = 62 ksi

Table 26B80-Dek ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 34 of 77

Page 35: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 650 614 587 566 549 535 524 452*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.2

12" S 510 466 432 406 386 369 355 344G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.0

18" S 457 409 374 346 325 307 293 28022 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.7

0.0295" 24" S 429 380 343 315 293 275 260 248G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.6

30" S 411 361 325 296 274 256 240 228G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.4

36" S 400 349 312 283 261 242 227 215G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.3

6" S 793 749 716 690 669 652 638 604*G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.7

12" S 624 569 528 496 471 450 433 419G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.1

18" S 558 500 457 423 397 375 357 34220 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.6

0.0358" 24" S 524 464 420 385 358 336 318 302G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.2

30" S 503 442 397 362 335 312 294 278G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.9

36" S 489 427 382 347 319 296 278 262G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.6

6" S 1062 1002 957 922 894 870 851 835G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.5

12" S 836 762 707 664 630 602 579 559G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.7

18" S 750 671 612 567 531 502 478 45718 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.3

0.0474" 24" S 705 624 563 517 480 450 426 405G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.2

30" S 677 594 533 486 449 419 394 373G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.3

36" S 658 575 513 466 428 398 373 352G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.6

6" S 1356 1279 1220 1174 1138 1108 1083 1061G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.6

12" S 1070 974 902 847 803 767 737 712G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.2

18" S 961 859 783 725 678 641 610 58316 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.1

0.0598" 24" S 903 799 721 661 614 576 544 517G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.6

30" S 868 762 683 623 575 536 504 477G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.7

36" S 845 737 658 597 548 509 477 450G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 852 786 737 699 669 645 538* 452*G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.8

12" S 683 610 556 515 482 456 434 416G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.5

18" S 623 548 492 450 417 390 368 34922 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.5

0.0295" 24" S 592 516 460 417 384 356 334 316G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.7

30" S 573 496 440 397 363 336 314 295G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.6

36" S 561 484 427 384 350 323 300 281G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.1

6" S 1041 959 899 853 816 786 719* 604*G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.7

12" S 835 745 679 629 589 557 530 508G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.8

18" S 762 670 602 550 509 476 449 42720 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.1

0.0358" 24" S 725 631 562 510 469 436 408 385G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.5

30" S 702 608 539 486 445 411 384 361G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.3

36" S 687 592 523 470 428 395 367 344G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.8

6" S 1394 1284 1202 1139 1090 1049 1016 920*G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.6

12" S 1121 1000 910 842 788 745 709 679G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.7

18" S 1024 899 808 738 683 638 602 57118 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.1

0.0474" 24" S 975 848 756 685 629 585 548 517G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.0

30" S 945 817 724 653 597 552 515 484G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.3

36" S 924 796 703 632 575 530 493 462G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.1

6" S 1780 1638 1532 1451 1387 1335 1292 1256G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.4

12" S 1435 1278 1163 1076 1006 950 904 865G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.7

18" S 1312 1152 1034 944 873 816 769 72916 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.4

0.0598" 24" S 1250 1087 968 877 806 748 700 661G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.3

30" S 1212 1048 928 837 765 707 659 619G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.0

36" S 1187 1022 902 810 738 679 632 591G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Table 27B-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 35 of 77

Page 36: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1002 987 976 967 804* 651* 538* 452*G' 5.0 5.9 6.9 7.8 8.7 9.6 10.5 11.4

12" S 843 811 785 764 748 651* 538* 452*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.3

18" S 753 710 677 650 628 609 538* 452*22 G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.2

0.0295" 24" S 698 649 611 580 555 535 517 452*G' 4.9 5.9 6.8 7.7 8.6 9.4 10.3 11.1

30" S 662 608 567 534 508 486 467 451G' 4.9 5.8 6.8 7.6 8.5 9.4 10.2 11.1

36" S 635 580 536 502 474 451 432 415G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.0

6" S 1227 1209 1196 1185 1074* 870* 719* 604*G' 7.9 9.5 11.0 12.4 13.9 15.3 16.7 18.1

12" S 1033 993 962 936 916 870* 719* 604*G' 7.9 9.4 10.9 12.3 13.7 15.1 16.5 17.9

18" S 923 870 829 796 769 747 719* 604*20 G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.6

0.0358" 24" S 856 795 748 711 680 655 634 604*G' 7.9 9.3 10.8 12.2 13.5 14.9 16.2 17.4

30" S 810 745 695 655 622 595 572 553G' 7.8 9.3 10.7 12.1 13.5 14.8 16.0 17.3

36" S 778 710 657 615 581 553 529 509G' 7.8 9.3 10.7 12.1 13.4 14.7 15.9 17.2

6" S 1653 1629 1611 1596 1584 1325* 1095* 920*G' 15.7 18.6 21.5 24.3 27.0 29.7 32.3 34.9

12" S 1391 1338 1295 1261 1234 1210 1095* 920*G' 15.6 18.4 21.2 23.9 26.5 29.1 31.6 34.1

18" S 1243 1172 1117 1072 1036 1006 980 920*18 G' 15.5 18.3 21.0 23.6 26.2 28.6 31.0 33.4

0.0474" 24" S 1152 1071 1008 957 916 882 854 829G' 15.4 18.2 20.8 23.4 25.9 28.3 30.6 32.8

30" S 1092 1004 936 882 838 801 771 745G' 15.4 18.1 20.7 23.2 25.6 28.0 30.2 32.3

36" S 1049 956 885 828 782 744 712 686G' 15.3 18.0 20.6 23.1 25.4 27.7 29.9 31.9

6" S 2124 2093 2069 2050 2035 1876* 1550* 1303*G' 27.4 32.3 37.1 41.8 46.3 50.7 55.0 59.2

12" S 1788 1718 1664 1621 1585 1555 1530 1303*G' 27.0 31.8 36.4 40.8 45.1 49.2 53.2 57.0

18" S 1597 1506 1435 1378 1331 1292 1259 123216 G' 26.8 31.4 35.9 40.1 44.2 48.0 51.7 55.3

0.0598" 24" S 1481 1376 1295 1230 1177 1134 1097 1065G' 26.6 31.1 35.4 39.5 43.4 47.1 50.6 53.9

30" S 1403 1290 1202 1133 1076 1029 990 957G' 26.5 30.9 35.1 39.1 42.8 46.3 49.6 52.8

36" S 1347 1229 1137 1064 1005 956 915 881G' 26.4 30.7 34.8 38.7 42.3 45.7 48.8 51.8

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1424 1335 1272 1017* 804* 651* 538* 452*G' 35.6 41.2 46.4 51.2 55.7 60.0 64.0 67.7

12" S 1135 1065 1012 971 804* 651* 538* 452*G' 34.9 40.1 45.0 49.4 53.5 57.2 60.8 64.0

18" S 995 914 854 806 769 651* 538* 452*22 G' 34.4 39.4 44.0 48.1 51.8 55.3 58.4 61.3

0.0295" 24" S 917 831 767 717 677 644 538* 452*G' 34.1 38.9 43.3 47.1 50.6 53.8 56.7 59.3

30" S 868 779 712 661 620 586 538* 452*G' 33.9 38.6 42.7 46.4 49.7 52.6 55.3 57.6

36" S 834 743 675 623 581 547 518 452*G' 33.7 38.3 42.3 45.8 48.9 51.7 54.1 56.3

6" S 1745 1636 1558 1359* 1074* 870* 719* 604*G' 54.2 62.1 69.3 75.9 81.9 87.5 92.6 97.4

12" S 1391 1305 1240 1189 1074* 870* 719* 604*G' 52.8 60.0 66.5 72.3 77.5 82.3 86.7 90.6

18" S 1219 1120 1046 988 942 870* 719* 604*20 G' 51.8 58.6 64.5 69.8 74.5 78.6 82.4 85.8

0.0358" 24" S 1123 1018 940 878 829 790 719* 604*G' 51.2 57.6 63.1 68.0 72.2 75.9 79.2 82.2

30" S 1063 954 873 810 759 718 684 604*G' 50.7 56.8 62.1 66.6 70.5 73.8 76.8 79.3

36" S 1022 910 827 763 711 670 635 604*G' 50.3 56.2 61.2 65.5 69.1 72.1 74.8 77.1

6" S 2351 2204 2099 2021 1635* 1325* 1095* 920*G' 96.8 109.0 119.6 129.1 137.5 145.1 152.0 158.2

12" S 1874 1758 1670 1602 1546 1325* 1095* 920*G' 92.9 103.4 112.4 120.2 127.0 133.0 138.3 143.1

18" S 1641 1509 1409 1331 1269 1218 1095* 920*18 G' 90.3 99.8 107.7 114.3 120.0 124.8 129.1 132.8

0.0474" 24" S 1513 1372 1266 1183 1117 1064 1019 920*G' 88.6 97.3 104.3 110.1 114.9 119.0 122.4 125.3

30" S 1432 1286 1176 1091 1023 968 922 883G' 87.4 95.4 101.8 107.0 111.1 114.5 117.3 119.7

36" S 1376 1226 1114 1027 958 902 856 816G' 86.4 94.0 99.9 104.5 108.1 111.0 113.4 115.3

6" S 3021 2832 2697 2596 2315* 1876* 1550* 1303*G' 151.3 167.3 181.0 192.7 202.9 211.9 219.9 226.9

12" S 2407 2259 2146 2058 1987 1876* 1550* 1303*G' 142.8 155.9 166.6 175.5 183.1 189.5 195.1 199.9

18" S 2109 1939 1810 1710 1630 1564 1510 1303*16 G' 137.6 148.7 157.4 164.5 170.2 175.0 179.0 182.4

0.0598" 24" S 1944 1763 1626 1520 1435 1366 1309 1261G' 134.0 143.7 151.1 156.8 161.3 164.8 167.7 170.0

30" S 1840 1652 1511 1401 1314 1243 1184 1135G' 131.5 140.1 146.5 151.2 154.6 157.3 159.3 160.8

36" S 1768 1576 1432 1320 1231 1159 1099 1049G' 129.5 137.4 142.9 146.8 149.6 151.5 152.8 153.8

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Table 28B-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 36 of 77

Page 37: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 477 427 389 360 337 318 302 289G' 4.8 5.6 6.5 7.3 8.0 8.7 9.4 10.1

12" S 422 368 329 298 274 254 238 225G' 4.8 5.6 6.4 7.2 7.9 8.6 9.2 9.8

18" S 403 348 308 277 253 233 216 20222 G' 4.7 5.6 6.4 7.1 7.8 8.5 9.1 9.7

0.0295" 24" S 393 338 298 266 242 222 205 191G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.6

30" S 387 332 291 260 235 215 198 185G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.5

36" S 383 328 287 256 231 211 194 180G' 4.7 5.6 6 7.1 7.8 8.4 9.0 9.5

6" S 608 548 503 469 441 419 400 384G' 7.6 8.9 10.1 11.3 12.4 13.4 14.4 15.3

12" S 528 464 416 379 350 326 306 290G' 7.5 8.8 10.0 11.1 12.1 13.0 13.9 14.6

18" S 500 434 386 348 318 294 274 25820 G' 7.5 8.8 10.0 11.0 12.0 12.9 13.7 14.4

0.0358" 24" S 486 419 370 332 302 278 258 241G' 7.5 8.8 9.9 11.0 11.9 12.8 13.5 14.2

30" S 477 410 361 323 293 268 248 231G' 7.5 8.8 9.9 10.9 11.9 12.7 13.5 14.1

36" S 471 404 355 316 286 262 242 225G' 7.5 8.7 9.9 10.9 11.9 12.7 13.4 14.0

6" S 874 798 741 696 661 632 608 588G' 14.6 16.9 19.0 20.9 22.6 24.1 25.5 26.7

12" S 738 654 591 543 505 474 448 426G' 14.5 16.6 18.6 20.3 21.8 23.0 24.1 25.1

18" S 690 603 539 489 450 418 392 37018 G' 14.4 16.5 18.4 20.0 21.4 22.6 23.6 24.4

0.0474" 24" S 665 577 512 462 422 390 364 342G' 14.4 16.5 18.3 19.9 21.2 22.3 23.2 24.0

30" S 650 561 496 446 406 373 347 324G' 14.3 16.5 18.3 19.8 21.1 22.2 23.1 23.7

36" S 640 551 485 434 394 362 335 313G' 14.3 16.4 18.2 19.8 21.0 22.1 22.9 23.6

6" S 1192 1100 1031 977 935 899 870 846G' 24.6 28.0 31.0 33.5 35.7 37.6 39.2 40.5

12" S 983 879 801 740 693 654 622 594G' 24.2 27.4 30.0 32.2 33.9 35.3 36.4 37.2

18" S 907 799 718 656 607 567 534 50616 G' 24.1 27.2 29.7 31.6 33.2 34.4 35.2 35.8

0.0598" 24" S 868 758 676 613 563 522 489 461G' 24.0 27.0 29.4 31.3 32.8 33.8 34.6 35.1

30" S 844 733 650 586 536 495 462 434G' 24.0 26.9 29.3 31.2 32.5 33.5 34.2 34.6

36" S 828 716 633 569 518 477 444 415G' 23.9 26.9 29.2 31.0 32.4 33.3 33.9 34.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 645 567 509 465 430 401 378 359G' 31.2 34.5 37.2 39.2 40.7 41.9 42.8 43.4

12" S 585 504 445 399 364 335 311 292G' 30.8 33.9 36.1 37.8 38.9 39.7 40.1 40.3

18" S 564 483 423 377 342 313 289 26922 G' 30.6 33.6 35.8 37.3 38.3 38.8 39.1 39.1

0.0295" 24" S 554 472 412 366 330 302 278 258G' 30.6 33.5 35.6 37.0 37.9 38.4 38.6 38.5

30" S 548 466 405 360 324 295 271 251G' 30.5 33.4 35.4 36.8 37.7 38.1 38.2 38.1

36" S 543 461 401 355 319 390 266 246G' 30.5 33.3 35.4 36.7 37.5 37.9 38.0 37.9

6" S 817 722 652 599 557 523 495 47.1G' 45.5 49.2 51.9 53.8 55.0 55.7 56.1 56.3

12" S 729 631 559 504 460 425 397 373G' 44.7 48.0 50.1 51.4 52.0 52.2 52.0 51.6

18" S 698 599 527 471 428 393 364 33920 G' 44.4 47.5 49.5 50.5 50.9 50.9 50.5 49.9

0.0358" 24" S 683 584 511 455 411 376 347 323G' 44.3 47.3 49.1 50.1 50.4 50.2 49.7 49.0

30" S 674 574 501 445 401 366 337 313G' 44.2 47.2 48.9 49.8 50.0 49.8 49.2 48.4

36" S 668 568 495 439 395 360 330 306G' 44.1 47.1 48.8 49.6 49.8 49.5 48.9 48.0

6" S 1164 1040 948 878 823 778 741 710G' 74.7 78.0 79.7 80.4 80.3 79.7 78.9 77.9

12" S 1011 881 786 713 655 609 571 539G' 72.9 75.3 76.1 75.8 74.9 73.5 72.0 70.3

18" S 958 827 730 656 598 552 513 48118 G' 72.2 74.4 74.8 74.2 72.9 71.3 69.4 67.5

0.0474" 24" S 932 799 702 628 570 523 484 452G' 71.9 73.9 74.1 73.3 71.9 70.1 68.1 66.1

30" S 916 782 685 611 552 505 467 434G' 71.7 73.5 73.7 72.8 71.3 69.4 67.3 65.2

36" S 905 771 674 599 541 494 455 423G' 71.5 73.3 73.4 72.5 70.9 68.9 66.8 64.6

6" S 1577 1423 1308 1221 1151 1095 1049 1010G' 107.2 108.6 108.2 106.8 104.8 102.6 100.3 98.1

12" S 1337 1173 1053 961 888 830 781 741G' 103.9 104.0 102.4 99.8 96.8 93.6 90.5 87.4

18" S 1254 1087 965 871 798 739 690 64916 G' 102.7 102.4 100.2 97.2 93.8 90.3 86.9 83.6

0.0598" 24" S 1212 1044 920 826 753 693 644 603G' 102.1 101.5 99.2 95.9 92.3 88.7 85.1 81.6

30" S 1186 1017 894 799 725 665 616 575G' 101.8 101.0 98.5 95.1 91.4 87.6 83.9 80.4

36" S 1169 1000 876 781 707 647 598 556G' 101.5 100.7 98.1 94.6 90.8 86.9 83.2 79.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Table 29B-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 37 of 77

Page 38: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 800 744 701 668 642 620 538* 452*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.2

12" S 649 584 535 497 467 443 422 405G' 4.9 5.8 6.7 7.6 8.5 9.3 10.1 11.0

18" S 594 526 475 435 404 379 358 34122 G' 4.9 5.8 6.6 7.5 8.3 9.2 10.0 10.7

0.0295" 24" S 565 495 444 404 372 346 325 308G' 4.8 5.7 6.6 7.4 8.3 9.0 9.8 10.6

30" S 548 477 425 384 353 327 305 287G' 4.8 5.7 6.6 7.4 8.2 9.0 9.7 10.4

36" S 536 465 412 371 339 313 292 274G' 4.8 5.7 6.5 7.3 8.1 8.9 9.6 10.3

6" S 977 908 856 815 783 756 719* 604*G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.7

12" S 794 714 654 607 570 540 516 495G' 7.8 9.2 10.6 12.0 13.3 14.6 15.8 17.1

18" S 727 643 580 532 494 463 437 41620 G' 7.7 9.1 10.5 11.8 13.0 14.3 15.5 16.6

0.0358" 24" S 692 606 543 494 455 423 398 376G' 7.7 9.0 10.4 11.6 12.8 14.0 15.1 16.2

30" S 671 584 520 470 431 399 373 351G' 7.6 9.0 10.3 11.5 12.7 13.8 14.9 15.9

36" S 656 569 504 455 415 383 357 335G' 7.6 8.9 10.2 11.4 12.5 13.6 14.7 15.6

6" S 1309 1215 1145 1089 1045 1010 980 920*G' 15.4 18.2 21.0 23.6 26.2 28.7 31.1 33.5

12" S 1066 957 876 813 764 723 689 661G' 15.1 17.8 20.4 22.8 25.2 27.4 29.6 31.7

18" S 977 863 779 714 662 621 586 55718 G' 14.9 17.5 19.9 22.2 24.4 26.4 28.4 30.3

0.0474" 24" S 931 815 729 663 611 568 533 504G' 14.8 17.3 19.6 21.7 23.8 25.7 27.5 29.2

30" S 902 785 699 632 579 536 501 471G' 14.7 17.1 19.3 21.4 23.3 25.1 26.7 28.3

36" S 884 766 678 611 558 515 480 450G' 14.6 16.9 19.1 21.1 22.9 24.6 26.1 27.6

6" S 1672 1551 1460 1388 1331 1285 1246 1214G' 26.7 31.3 35.8 40.1 44.2 48.1 51.9 55.6

12" S 1364 1224 1120 1039 975 923 879 843G' 25.9 30.2 34.2 38.0 41.6 45.0 48.2 51.2

18" S 1252 1106 997 913 847 793 749 71116 G' 25.4 29.4 33.1 36.5 39.7 42.7 45.5 48.1

0.0598" 24" S 1194 1045 934 849 781 727 682 644G' 25.0 28.8 32.3 35.4 38.3 41.0 43.4 45.6

30" S 1158 1007 896 810 742 687 641 603G' 24.7 28.4 31.6 34.6 37.2 39.6 41.8 43.7

36" S 1134 982 870 783 715 660 614 576G' 24.5 28.0 31.1 33.9 36.3 38.5 40.4 42.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1054 957 885 830 787 651* 538* 452*G' 34.2 39.2 43.8 48.0 51.9 55.5 58.8 61.8

12" S 879 775 699 640 594 557 526 452*G' 33.0 37.4 41.3 44.8 47.9 50.7 53.2 55.5

18" S 818 712 634 575 528 490 459 43322 G' 32.2 36.3 39.7 42.8 45.4 47.7 49.7 51.5

0.0295" 24" S 787 680 601 541 494 456 425 399G' 31.7 35.5 38.7 41.4 43.6 45.6 47.3 48.7

30" S 768 660 582 521 474 436 405 379G' 31.4 35.0 37.9 40.3 42.4 44.1 45.5 46.6

36" S 755 647 568 508 461 423 391 365G' 31.1 34.6 37.3 39.6 41.4 42.9 44.1 45.1

6" S 1288 1169 1081 1013 960 870* 719* 604*G' 51.4 58.2 64.3 69.7 74.6 79.0 83.0 86.7

12" S 1075 948 854 782 726 680 643 604*G' 48.9 54.6 59.4 63.6 67.3 70.5 73.3 75.8

18" S 1001 871 776 703 645 599 561 52920 G' 47.4 52.4 56.5 59.9 62.8 65.2 67.3 69.1

0.0358" 24" S 963 832 736 662 605 558 520 488G' 46.4 51.0 54.6 57.5 59.8 61.7 63.3 64.5

30" S 940 808 712 638 580 534 495 463G' 45.8 50.0 53.2 55.7 57.6 59.2 60.4 61.3

36" S 925 793 696 622 564 517 479 446G' 45.3 49.2 52.2 54.4 56.0 57.2 58.2 58.8

6" S 1726 1565 1446 1355 1283 1224 1095* 920*G' 89.2 98.8 107.0 114.1 120.2 125.6 130.4 134.6

12" S 1444 1272 1146 1049 973 911 861 818G' 82.7 90.0 95.7 100.5 104.3 107.6 110.3 112.7

18" S 1346 1170 1042 944 866 804 753 70918 G' 79.1 84.9 89.3 92.6 95.2 97.2 98.9 100.1

0.0474" 24" S 1296 1119 989 890 812 750 698 655G' 76.8 81.7 85.2 87.6 89.3 90.5 91.4 92.0

30" S 1266 1088 957 858 780 717 665 622G' 75.2 79.5 82.2 84.0 85.2 85.8 86.2 86.3

36" S 1246 1067 936 837 758 695 643 600G' 74.1 77.8 80.1 81.4 82.1 82.3 82.3 82.1

6" S 2207 1999 1846 1728 1635 1559 1497 1303*G' 135.2 146.8 156.2 164.1 170.7 176.3 181.2 185.4

12" S 1850 1629 1466 1341 1243 1164 1099 1044G' 122.3 129.8 135.5 139.8 143.1 145.8 148.0 149.7

18" S 1726 1500 1335 1208 1109 1028 962 90716 G' 115.4 120.7 124.2 126.6 128.1 129.2 129.9 130.4

0.0598" 24" S 1663 1435 1268 1141 1041 960 894 838G' 111.1 115.0 117.1 118.2 118.7 118.8 118.6 118.3

30" S 1625 1396 1228 1100 1000 919 852 796G' 108.1 111.0 112.3 112.5 112.3 111.6 110.9 110.0

36" S 1599 1370 1201 1073 972 891 824 768G' 106.0 108.2 108.7 108.4 107.5 106.4 105.2 103.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 60 ksi and Fu = 62 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

Table 30B80-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 38 of 77

Page 39: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1366 1346 1328* 1017* 804* 651* 538* 452*G' 5.0 5.9 6.9 7.8 8.7 9.6 10.5 11.4

12" S 1149 1105 1070 1017* 804* 651* 538* 452*G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.3

18" S 1027 969 923 886 804* 651* 538* 452*22 G' 4.9 5.9 6.8 7.7 8.6 9.5 10.4 11.2

0.0295" 24" S 952 885 833 791 757 651* 538* 452*G' 4.9 5.9 6.8 7.7 8.6 9.4 10.3 11.1

30" S 902 829 773 728 692 651* 538* 452*G' 4.9 5.8 6.8 7.6 8.5 9.4 10.2 11.1

36" S 866 790 731 684 646 615 538* 452*G' 4.9 5.8 6.7 7.6 8.5 9.3 10.2 11.0

6" S 1673 1649 1630 1359* 1074* 870* 719* 604*G' 7.9 9.5 11.0 12.4 13.9 15.3 16.7 18.1

12" S 1408 1354 1311 1277 1074* 870* 719* 604*G' 7.9 9.4 10.9 12.3 13.7 15.1 16.5 17.9

18" S 1258 1187 1130 1085 1049 870* 719* 604*20 G' 7.9 9.4 10.8 12.2 13.6 15.0 16.3 17.6

0.0358" 24" S 1166 1084 1020 969 928 870* 719* 604*G' 7.9 9.3 10.8 12.2 13.5 14.9 16.2 17.4

30" S 1105 1016 947 892 848 811 719* 604*G' 7.8 9.3 10.7 12.1 13.5 14.8 16.0 17.3

36" S 1061 968 896 838 792 753 719* 604*G' 7.8 9.3 10.7 12.1 13.4 14.7 15.9 17.2

6" S 2254 2221 2196 2069* 1635* 1325* 1095* 920*G' 15.7 18.6 21.5 24.3 27.0 29.7 32.3 34.9

12" S 1897 1824 1766 1720 1635* 1325* 1095* 920*G' 15.6 18.4 21.2 23.9 26.5 29.1 31.6 34.1

18" S 1695 1598 1523 1462 1412 1325* 1095* 920*18 G' 15.5 18.3 21.0 23.6 26.2 28.6 31.0 33.4

0.0474" 24" S 1571 1461 1374 1305 1249 1203 1095* 920*G' 15.4 18.2 20.8 23.4 25.9 28.3 30.6 32.8

30" S 1489 1369 1276 1202 1142 1092 1051 920*G' 15.4 18.1 20.7 23.2 25.6 28.0 30.2 32.3

36" S 1430 1304 1206 1129 1066 1015 971 920*G' 15.3 18.0 20.6 23.1 25.4 27.7 29.9 31.9

6" S 2896 2854 2822 2796 2315* 1876* 1550* 1303*G' 27.4 32.3 37.1 41.8 46.3 50.7 55.0 59.2

12" S 2437 2343 2269 2210 2161 1876* 1550* 1303*G' 27.0 31.8 36.4 40.8 45.1 49.2 53.2 57.0

18" S 2178 2054 1956 1878 1815 1762 1550* 1303*16 G' 26.8 31.4 35.9 40.1 44.2 48.0 51.7 55.3

0.0598" 24" S 2019 1877 1766 1677 1605 1546 1495 1303*G' 26.6 31.1 35.4 39.5 43.4 47.1 50.6 53.9

30" S 1912 1759 1639 1544 1467 1403 1350 1303*G' 26.5 30.9 35.1 39.1 42.8 46.3 49.6 52.8

36" S 1837 1675 1550 1451 1370 1304 1248 1201G' 26.4 30.7 34.8 38.7 42.3 45.7 48.8 51.8

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 1942 1808* 1328* 1017* 804* 651* 538* 452*G' 35.6 41.2 46.4 51.2 55.7 60.0 64.0 67.7

12" S 1548 1452 1328* 1017* 804* 651* 538* 452*G' 34.9 40.1 45.0 49.4 53.5 57.2 60.8 64.0

18" S 1356 1247 1164 1017* 804* 651* 538* 452*22 G' 34.4 39.4 44.0 48.1 51.8 55.3 58.4 61.3

0.0295" 24" S 1250 1133 1046 977 804* 651* 538* 452*G' 34.1 38.9 43.3 47.1 50.6 53.8 56.7 59.3

30" S 1183 1062 971 901 804* 651* 538* 452*G' 33.9 38.6 42.7 46.4 49.7 52.6 55.3 57.6

36" S 1137 1013 921 849 792 651* 538* 452*G' 33.7 38.3 42.3 45.8 48.9 51.7 54.1 56.3

6" S 2380 2231 1775* 1359* 1074* 870* 719* 604*G' 54.2 62.1 69.3 75.9 81.9 87.5 92.6 97.4

12" S 1896 1780 1691 1359* 1074* 870* 719* 604*G' 52.8 60.0 66.5 72.3 77.5 82.3 86.7 90.6

18" S 1661 1527 1426 1347 1074* 870* 719* 604*20 G' 51.8 58.6 64.5 69.8 74.5 78.6 82.4 85.8

0.0358" 24" S 1531 1389 1281 1198 1074* 870* 719* 604*G' 51.2 57.6 63.1 68.0 72.2 75.9 79.2 82.2

30" S 1449 1301 1190 1104 1035 870* 719* 604*G' 50.7 56.8 62.1 66.6 70.5 73.8 76.8 79.3

36" S 1393 1241 1128 1040 970 870* 719* 604*G' 50.3 56.2 61.2 65.5 69.1 72.1 74.8 77.1

6" S 3206 3006 2703* 2069* 1635* 1325* 1095* 920*G' 96.8 109.0 119.6 129.1 137.5 145.1 152.0 158.2

12" S 2555 2397 2278 2069* 1635* 1325* 1095* 920*G' 92.9 103.4 112.4 120.2 127.0 133.0 138.3 143.1

18" S 2238 2058 1921 1815 1635* 1325* 1095* 920*18 G' 90.3 99.8 107.7 114.3 120.0 124.8 129.1 132.8

0.0474" 24" S 2063 1871 1726 1613 1523 1325* 1095* 920*G' 88.6 97.3 104.3 110.1 114.9 119.0 122.4 125.3

30" S 1952 1753 1603 1487 1395 1319 1095* 920*G' 87.4 95.4 101.8 107.0 111.1 114.5 117.3 119.7

36" S 1876 1672 1519 1401 1307 1230 1095* 920*G' 86.4 94.0 99.9 104.5 108.1 111.0 113.4 115.3

6" S 4119 3862 3678 2930* 2315* 1876* 1550* 1303*G' 151.3 167.3 181.0 192.7 202.9 211.9 219.9 226.9

12" S 3282 3080 2926 2806 2315* 1876* 1550* 1303*G' 142.8 155.9 166.6 175.5 183.1 189.5 195.1 199.9

18" S 2876 2644 2468 2332 2222 1876* 1550* 1303*16 G' 137.6 148.7 157.4 164.5 170.2 175.0 179.0 182.4

0.0598" 24" S 2651 2403 2217 2073 1957 1863 1550* 1303*G' 134.0 143.7 151.1 156.8 161.3 164.8 167.7 170.0

30" S 2508 2252 2060 1910 1792 1695 1550* 1303*G' 131.5 140.1 146.5 151.2 154.6 157.3 159.3 160.8

36" S 2411 2148 1952 1800 1679 1580 1499 1303*G' 129.5 137.4 142.9 146.8 149.6 151.5 152.8 153.8

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 60 ksi and Fu = 62 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

Table 31B80-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 39 of 77

Page 40: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 525 468 425 391 365 343 326 311G' 4.8 5.6 6.5 7.3 8.0 8.7 9.4 10.1

12" S 470 409 364 329 302 279 261 245G' 4.8 5.6 6.4 7.2 7.9 8.6 9.2 9.8

18" S 450 389 343 308 280 257 239 22322 G' 4.7 5.6 6.4 7.1 7.8 8.5 9.1 9.7

0.0295" 24" S 441 379 333 297 269 247 228 212G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.6

30" S 435 372 326 291 263 240 221 205G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.5

36" S 431 368 322 286 258 235 217 201G' 4.7 5.6 6.4 7.1 7.8 8.4 9.0 9.5

6" S 668 599 547 507 476 450 429 411G' 7.6 8.9 10.1 11.3 12.4 13.4 14.4 15.3

12" S 587 513 459 417 384 357 334 316G' 7.5 8.8 10.0 11.1 12.1 13.0 13.9 14.6

18" S 559 484 429 386 352 325 302 28320 G' 7.5 8.8 10.0 11.0 12.0 12.9 13.7 14.4

0.0358" 24" S 544 469 413 370 336 309 286 267G' 7.5 8.8 9.9 11.0 11.9 12.8 13.5 14.2

30" S 536 460 404 361 326 299 276 257G' 7.5 8.8 9.9 10.9 11.9 12.7 13.5 14.1

36" S 530 454 398 354 320 292 269 250G' 7.5 8.7 9.9 10.9 11.9 12.7 13.4 14.0

6" S 955 867 801 750 709 676 648 625G' 14.6 16.9 19.0 20.9 22.6 24.1 25.5 26.7

12" S 817 721 650 595 551 515 486 461G' 14.5 16.6 18.6 20.3 21.8 23.0 24.1 25.1

18" S 769 670 597 540 496 460 430 40518 G' 14.4 16.5 18.4 20.0 21.4 22.6 23.6 24.4

0.0474" 24" S 744 644 570 513 468 431 401 376G' 14.4 16.5 18.3 19.9 21.2 22.3 23.2 24.0

30" S 729 628 554 496 451 414 384 359G' 14.3 16.5 18.3 19.8 21.1 22.2 23.1 23.7

36" S 719 618 543 485 440 403 373 347G' 14.3 16.4 18.2 19.8 21.0 22.1 22.9 23.6

6" S 1299 1191 1111 1048 998 957 923 894G' 24.6 28.0 31.0 33.5 35.7 37.6 39.2 40.5

12" S 1085 965 876 807 752 707 670 639G' 24.2 27.4 30.0 32.2 33.9 35.3 36.4 37.2

18" S 1009 885 793 722 665 620 582 55016 G' 24.1 27.2 29.7 31.6 33.2 34.4 35.2 35.8

0.0598" 24" S 969 844 505 678 621 575 537 505G' 24.0 27.0 35.1 31.3 32.8 33.8 34.6 35.1

30" S 946 819 724 652 595 548 510 478G' 24.0 26.9 29.3 31.2 32.5 33.5 34.2 34.6

36" S 930 802 707 634 577 530 492 459G' 23.9 26.9 29.2 31.0 32.4 33.3 33.9 34.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)36 / 7

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 5' - 0" 6' - 0" 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0"

6" S 714 624 559 508 469 437 410 388G' 31.2 34.5 37.2 39.2 40.7 41.9 42.8 43.4

12" S 653 561 494 443 403 370 343 321G' 30.8 33.9 36.1 37.8 38.9 39.7 40.1 40.3

18" S 632 540 472 421 380 348 321 29822 G' 30.6 33.6 35.8 37.3 38.3 38.8 39.1 39.1

0.0295" 24" S 622 529 462 410 369 336 309 287G' 30.6 33.5 35.6 37.0 37.9 38.4 38.6 38.5

30" S 616 523 455 403 362 330 303 280G' 30.5 33.4 35.4 36.8 37.7 38.1 38.2 38.1

36" S 612 519 451 399 358 325 298 276G' 30.5 33.3 35.4 36.7 37.5 37.9 38.0 37.9

6" S 901 793 714 653 605 566 534 507G' 45.5 49.2 51.9 53.8 55.0 55.7 56.1 56.3

12" S 812 701 619 557 508 468 436 408G' 44.7 48.0 50.1 51.4 52.0 52.2 52.0 51.6

18" S 782 670 587 525 475 435 403 37520 G' 44.4 47.5 49.5 50.5 50.9 50.9 50.5 49.9

0.0358" 24" S 767 654 571 508 459 419 386 359G' 44.3 47.3 49.1 50.1 50.4 50.2 49.7 49.0

30" S 757 644 562 499 449 409 376 349G' 44.2 47.2 48.9 49.8 50.0 49.8 49.2 48.4

36" S 751 638 555 492 442 402 369 342G' 44.1 47.1 48.8 49.6 49.8 49.5 48.9 48.0

6" S 1278 1136 1031 951 888 836 794 759G' 74.7 78.0 79.7 80.4 80.3 79.7 78.9 77.9

12" S 1124 976 867 785 719 667 624 587G' 72.9 75.3 76.1 75.8 74.9 73.5 72.0 70.3

18" S 1071 921 812 728 662 609 566 52918 G' 72.2 74.4 74.8 74.2 72.9 71.3 69.4 67.5

0.0474" 24" S 1044 894 784 700 634 580 537 500G' 71.9 73.9 74.1 73.3 71.9 70.1 68.1 66.1

30" S 1028 877 767 683 616 563 519 482G' 71.7 73.5 73.7 72.8 71.3 69.4 67.3 65.2

36" S 1017 866 755 671 605 551 508 471G' 71.5 73.3 73.4 72.5 70.9 68.9 66.8 64.6

6" S 1724 1547 1416 1315 1236 1172 1118 1074G' 107.2 108.6 108.2 106.8 104.8 102.6 100.3 98.1

12" S 1482 1295 1158 1053 971 904 849 803G' 103.9 104.0 102.4 99.8 96.8 93.6 90.5 87.4

18" S 1399 1209 1070 964 880 813 758 71116 G' 102.7 102.4 100.2 97.2 93.8 90.3 86.9 83.6

0.0598" 24" S 1356 1165 1025 919 835 767 711 665G' 102.1 101.5 99.2 95.9 92.3 88.7 85.1 81.6

30" S 1331 1139 998 891 807 739 684 637G' 101.8 101.0 98.5 95.1 91.4 87.6 83.9 80.4

36" S 1314 1121 981 873 789 721 665 618G' 101.5 100.7 98.1 94.6 90.8 86.9 83.2 79.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in the SDI DDM03

Calculations are based on a ''Single Span Condition''.

Fy = 60 ksi and Fu = 62 ksi

Table 32B80-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 40 of 77

Page 41: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 632 580 547 524 508 495 485 477G' 7.6 9.8 12.0 14.1 16.1 18.0 19.8 21.6

12" S 473 411 373 347 328 313 302 293G' 7.4 9.6 11.6 13.5 15.2 16.9 18.5 20.0

18" S 414 350 309 282 262 247 236 22622 G' 7.3 9.4 11.2 13.0 14.6 16.1 17.5 18.8

0.0295" 24" S 384 318 277 249 229 214 202 192G' 7.2 9.2 11.0 12.6 14.1 15.4 16.7 17.8

30" S 365 298 257 229 209 193 181 172G' 7.2 9.1 10.8 12.3 13.7 14.9 16.0 17.0

36" S 352 285 243 215 195 180 168 158G' 7.1 9.0 10.6 12.0 13.3 14.4 15.4 16.3

6" S 771 707 666 639 618 603 591 581G' 11.9 15.4 18.7 21.7 24.6 27.4 30.0 32.4

12" S 578 502 455 423 399 381 368 356G' 11.6 14.8 17.7 20.4 22.9 25.2 27.3 29.3

18" S 506 427 378 344 320 302 287 27620 G' 11.4 14.4 17.0 19.4 21.6 23.6 25.3 27.0

0.0358" 24" S 469 388 338 304 279 261 246 235G' 11.2 14.0 16.5 18.7 20.6 22.3 23.8 25.1

30" S 447 365 314 279 255 236 221 210G' 11.1 13.8 16.1 18.0 19.8 21.2 22.6 23.7

36" S 431 349 298 263 238 219 205 193G' 11.0 13.6 15.7 17.5 19.1 20.4 21.5 22.5

6" S 1031 944 889 851 824 803 786 773G' 22.8 28.9 34.5 39.7 44.4 48.7 52.7 56.4

12" S 775 672 608 564 532 509 490 475G' 21.8 27.1 31.8 36.0 39.6 42.9 45.8 48.5

18" S 680 572 505 460 427 403 383 36818 G' 21.1 25.9 29.9 33.4 36.3 38.9 41.1 43.1

0.0474" 24" S 630 521 453 407 374 349 329 313G' 20.6 25.0 28.5 31.4 33.9 35.9 37.7 39.2

30" S 600 489 421 374 341 316 296 280G' 20.2 24.2 27.4 29.9 31.9 33.6 35.0 36.2

36" S 580 468 399 353 319 294 274 258G' 19.9 23.7 26.5 28.7 30.4 31.8 32.9 33.9

6" S 1315 1202 1131 1082 1046 1019 998 980G' 38.1 47.5 55.7 63.0 69.5 75.3 80.6 85.3

12" S 990 857 775 718 677 646 622 603G' 35.7 43.3 49.7 55.1 59.6 63.6 67.0 70.0

18" S 870 731 645 587 545 513 488 46816 G' 34.0 40.5 45.6 49.7 53.1 55.9 58.3 60.3

0.0598" 24" S 807 666 579 519 477 444 419 399G' 32.9 38.5 42.7 46.0 48.5 50.6 52.2 53.6

30" S 769 627 538 479 436 403 378 357G' 32.0 37.0 40.5 43.1 45.1 46.6 47.8 48.7

36" S 744 600 511 451 408 375 350 329G' 31.3 35.8 38.8 40.9 42.4 43.5 44.4 45.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 923 807 734 684 647 619 597 487*G' 7.6 9.9 12.1 14.2 16.2 18.1 19.9 21.7

12" S 755 628 549 495 455 425 402 383G' 7.5 9.7 11.7 13.7 15.5 17.2 18.8 20.3

18" S 696 565 484 429 389 358 334 31522 G' 7.4 9.6 11.5 13.3 15.0 16.6 18.0 19.3

0.0295" 24" S 665 533 451 395 355 324 300 281G' 7.4 9.5 11.4 13.1 14.7 16.1 17.4 18.6

30" S 647 514 431 375 334 304 280 260G' 7.4 9.4 11.2 12.9 14.4 15.7 16.9 18.0

36" S 635 501 418 362 321 290 266 247G' 7.4 9.4 11.1 12.7 14.2 15.4 16.5 17.5

6" S 1127 985 895 833 788 754 727 651*G' 12.0 15.5 18.8 21.9 24.8 27.6 30.2 32.7

12" S 923 768 670 604 555 519 490 467G' 11.8 15.1 18.1 20.9 23.4 25.7 27.9 29.9

18" S 851 691 592 524 475 437 408 38520 G' 11.7 14.8 17.6 20.1 22.4 24.5 26.3 28.0

0.0358" 24" S 814 653 552 483 434 396 367 343G' 11.6 14.6 17.3 19.6 21.7 23.5 25.2 26.6

30" S 792 629 528 459 409 371 342 318G' 11.5 14.5 17.0 19.2 21.1 22.8 24.3 25.5

36" S 777 613 511 442 392 355 325 301G' 11.5 14.4 16.8 18.9 20.7 22.2 23.5 24.7

6" S 1510 1318 1196 1113 1052 1006 969 940G' 23.0 29.2 34.9 40.1 44.8 49.2 53.2 57.0

12" S 1240 1030 898 808 743 694 655 624G' 22.3 27.9 32.8 37.1 40.9 44.3 47.3 50.0

18" S 1144 929 794 702 636 586 546 51518 G' 21.9 27.1 31.5 35.2 38.4 41.1 43.5 45.5

0.0474" 24" S 1095 877 741 648 582 531 491 460G' 21.7 26.6 30.6 33.9 36.6 38.8 40.7 42.3

30" S 1066 846 709 616 549 498 458 426G' 21.5 26.2 29.9 32.8 35.2 37.1 38.7 40.0

36" S 1046 825 688 594 527 476 436 404G' 21.3 25.9 29.4 32.1 34.2 35.8 37.1 38.2

6" S 1929 1681 1524 1417 1338 1278 1231 1194G' 38.7 48.2 56.6 64.0 70.6 76.5 81.8 86.6

12" S 1587 1317 1147 1031 948 884 834 794G' 37.0 45.2 51.9 57.5 62.3 66.3 69.8 72.9

18" S 1467 1189 1016 898 812 748 697 65616 G' 36.0 43.3 49.0 53.5 57.1 60.1 62.5 64.6

0.0598" 24" S 1405 1124 949 830 744 679 628 587G' 35.4 42.0 47.0 50.7 53.6 55.8 57.6 59.0

30" S 1367 1085 909 789 703 637 586 545G' 34.9 41.1 45.6 48.7 51.0 52.7 54.0 55.0

36" S 1342 1058 882 762 675 609 558 517G' 34.6 40.5 44.5 47.2 49.1 50.4 51.3 51.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 33N-Dek

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 41 of 77

Page 42: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 1013 997 988 981 976 761* 602* 487*G' 7.7 10.0 12.3 14.5 16.7 18.7 20.8 22.7

12" S 739 706 686 672 662 654 602* 487*G' 7.6 9.9 12.1 14.2 16.2 18.2 20.0 21.8

18" S 595 554 529 512 500 491 483 47722 G' 7.5 9.7 11.8 13.9 15.8 17.6 19.4 21.0

0.0295" 24" S 511 467 439 421 407 397 389 383G' 7.4 9.6 11.6 13.6 15.4 17.1 18.8 20.3

30" S 457 410 382 363 349 338 330 323G' 7.3 9.4 11.4 13.3 15.0 16.7 18.2 19.7

36" S 419 372 342 322 308 297 289 282G' 7.3 9.3 11.2 13.0 14.7 16.2 17.7 19.1

6" S 1241 1222 1210 1202 1196 1017* 804* 651*G' 12.2 15.8 19.4 22.7 25.9 29.0 32.0 34.8

12" S 905 865 840 823 811 801 794 651*G' 12.0 15.5 18.8 21.9 24.9 27.7 30.4 33.0

18" S 728 679 649 628 612 601 592 58520 G' 11.8 15.1 18.3 21.2 24.0 26.6 29.1 31.4

0.0358" 24" S 626 572 538 516 499 487 477 469G' 11.6 14.8 17.8 20.6 23.2 25.6 27.8 29.9

30" S 559 503 468 444 427 414 404 396G' 11.4 14.6 17.4 20.0 22.4 24.7 26.7 28.7

36" S 513 455 419 395 377 364 354 345G' 11.3 14.3 17.0 19.5 21.8 23.8 25.7 27.5

6" S 1672 1646 1630 1619 1611 1548* 1223* 991*G' 23.6 30.3 36.6 42.5 48.1 53.3 58.2 62.8

12" S 1219 1165 1132 1109 1092 1079 1069 991*G' 22.9 29.1 34.9 40.2 45.1 49.7 53.9 57.8

18" S 981 915 874 845 825 810 797 78818 G' 22.3 28.1 33.4 38.2 42.6 46.6 50.2 53.6

0.0474" 24" S 843 770 725 694 672 656 642 632G' 21.7 27.2 32.1 36.5 40.4 43.9 47.1 50.0

30" S 753 677 630 598 575 558 544 533G' 21.2 26.4 30.9 34.9 38.4 41.6 44.4 47.0

36" S 692 613 565 532 508 490 476 465G' 20.8 25.7 29.9 33.5 36.7 39.6 42.1 44.3

6" S 2148 2115 2094 2080 2069 2061 1732* 1403*G' 40.1 50.9 60.7 69.7 78.0 85.6 92.6 99.0

12" S 1566 1497 1454 1424 1403 1386 1374 1363G' 38.3 48.0 56.6 64.3 71.2 77.4 83.1 88.3

18" S 1261 1175 1122 1086 1060 1040 1024 101216 G' 36.8 45.6 53.2 59.8 65.7 70.9 75.6 79.8

0.0598" 24" S 1083 989 931 892 864 842 825 812G' 35.5 43.5 50.3 56.1 61.1 65.5 69.4 72.9

30" S 968 870 810 768 739 716 699 685G' 34.4 41.7 47.7 52.9 57.2 61.0 64.3 67.2

36" S 888 788 725 683 653 630 612 598G' 33.4 40.1 45.5 50.1 53.9 57.2 60.0 62.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 1423 1298 1217 1162 994* 761* 602* 487*G' 7.7 10.0 12.3 14.5 16.7 18.8 20.8 22.7

12" S 1045 953 895 855 825 761* 602* 487*G' 7.6 9.9 12.1 14.2 16.3 18.2 20.1 21.9

18" S 882 779 715 670 638 614 595 487*22 G' 7.5 9.8 11.9 14.0 15.9 17.8 19.5 21.2

0.0295" 24" S 794 686 618 572 539 513 493 477G' 7.5 9.7 11.8 13.7 15.6 17.3 19.0 20.6

30" S 738 627 558 511 477 451 431 415G' 7.4 9.6 11.6 13.5 15.3 17.0 18.6 20.1

36" S 701 588 517 470 435 409 389 372G' 7.4 9.5 11.5 13.4 15.1 16.7 18.2 19.6

6" S 1743 1591 1491 1424 1328* 1017* 804* 651*G' 12.2 15.9 19.4 22.8 26.0 29.1 32.0 34.9

12" S 1280 1167 1096 1047 1011 984 804* 651*G' 12.0 15.6 18.9 22.1 25.1 27.9 30.6 33.2

18" S 1081 955 875 821 782 752 729 651*20 G' 11.9 15.3 18.5 21.5 24.3 26.9 29.4 31.7

0.0358" 24" S 972 840 757 701 660 629 604 585G' 11.8 15.1 18.2 21.0 23.6 26.1 28.3 30.5

30" S 904 769 684 626 584 553 528 508G' 11.7 14.9 17.9 20.6 23.0 25.3 27.4 29.4

36" S 858 720 634 575 533 501 476 456G' 11.6 14.8 17.6 20.2 22.5 24.7 26.7 28.5

6" S 2349 2143 2008 1919 1854 1548* 1223* 991*G' 23.6 30.4 36.7 42.6 48.2 53.4 58.3 63.0

12" S 1724 1573 1477 1410 1362 1326 1223* 991*G' 23.1 29.4 35.2 40.6 45.5 50.1 54.3 58.3

18" S 1456 1286 1179 1106 1053 1013 981 95618 G' 22.6 28.6 34.0 38.9 43.3 47.4 51.1 54.5

0.0474" 24" S 1310 1131 1020 944 889 847 814 788G' 22.3 28.0 33.0 37.5 41.5 45.1 48.4 51.4

30" S 1218 1035 921 843 787 744 711 684G' 22.0 27.5 32.2 36.3 40.0 43.2 46.1 48.8

36" S 1156 970 854 775 718 675 641 614G' 21.8 27.0 31.5 35.3 38.7 41.6 44.2 46.5

6" S 3018 2753 2580 2465 2383 2192* 1732* 1403*G' 40.2 51.1 61.0 70.0 78.3 85.9 92.9 99.4

12" S 2215 2020 1897 1812 1750 1703 1666 1403*G' 38.8 48.7 57.4 65.1 72.1 78.4 84.1 89.2

18" S 1870 1652 1515 1421 1353 1302 1261 122816 G' 37.8 46.8 54.6 61.4 67.3 72.6 77.3 81.5

0.0598" 24" S 1683 1453 1310 1212 1142 1088 1046 1012G' 36.9 45.3 52.3 58.3 63.5 68.0 71.9 75.4

30" S 1565 1330 1183 1083 1011 956 913 879G' 36.2 44.0 50.4 55.8 60.3 64.2 67.6 70.5

36" S 1485 1246 1097 996 922 867 824 789G' 35.7 43.0 48.9 53.7 57.7 61.1 63.9 66.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 34N-Dek

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 42 of 77

Page 43: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 665 605 568 543 525 511 500 491G' 7.6 9.8 12.0 14.1 16.1 18.0 19.8 21.6

12" S 487 420 379 352 332 317 305 296G' 7.4 9.6 11.6 13.5 15.2 16.9 18.5 20.0

18" S 423 355 313 285 264 249 237 22822 G' 7.3 9.4 11.2 13.0 14.6 16.1 17.5 18.8

0.0295" 24" S 391 322 279 251 230 215 203 193G' 7.2 9.2 11.0 12.6 14.1 15.4 16.7 17.8

30" S 371 301 259 230 210 194 182 172G' 7.2 9.1 10.8 12.3 13.7 14.9 16.0 17.0

36" S 358 288 245 216 196 180 168 159G' 7.1 9.0 10.6 12.0 13.3 14.4 15.4 16.3

6" S 811 738 692 661 639 622 608 598G' 11.9 15.4 18.7 21.7 24.6 27.4 30.0 32.4

12" S 595 513 463 429 404 386 372 360G' 11.6 14.8 17.7 20.4 22.9 25.2 27.3 29.3

18" S 517 433 382 347 323 304 289 27720 G' 11.4 14.4 17.0 19.4 21.6 23.6 25.3 27.0

0.0358" 24" S 478 393 341 306 281 262 247 236G' 11.2 14.0 16.5 18.7 20.6 22.3 23.8 25.1

30" S 454 369 316 281 256 237 222 210G' 11.1 13.8 16.1 18.0 19.8 21.2 22.6 23.7

36" S 438 352 300 265 239 220 205 193G' 11.0 13.6 15.7 17.5 19.1 20.4 21.5 22.5

6" S 1084 984 922 880 850 827 809 795G' 22.8 28.9 34.5 39.7 44.4 48.7 52.7 56.4

12" S 796 686 618 572 539 515 495 480G' 21.8 27.1 31.8 36.0 39.6 42.9 45.8 48.5

18" S 694 581 511 465 431 406 386 37018 G' 21.1 25.9 29.9 33.4 36.3 38.9 41.1 43.1

0.0474" 24" S 642 527 457 410 376 350 331 315G' 20.6 25.0 28.5 31.4 33.9 35.9 37.7 39.2

30" S 610 495 424 377 343 317 297 281G' 20.2 24.2 27.4 29.9 31.9 33.6 35.0 36.2

36" S 589 473 402 355 321 295 275 259G' 19.9 23.7 26.5 28.7 30.4 31.8 32.9 33.9

6" S 1381 1252 1172 1118 1079 1049 1026 1007G' 38.1 47.5 55.7 63.0 69.5 75.3 80.6 85.3

12" S 1017 875 787 728 686 654 629 609G' 35.7 43.3 49.7 55.1 59.6 63.6 67.0 70.0

18" S 888 742 653 592 549 516 491 47016 G' 34.0 40.5 45.6 49.7 53.1 55.9 58.3 60.3

0.0598" 24" S 822 674 584 523 480 447 421 401G' 32.9 38.5 42.7 46.0 48.5 50.6 52.2 53.6

30" S 782 633 543 482 438 405 379 358G' 32.0 37.0 40.5 43.1 45.1 46.6 47.8 48.7

36" S 755 606 515 454 410 377 351 330G' 31.3 35.8 38.8 40.9 42.4 43.5 44.4 45.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 948 824 746 694 655 626 604 498*G' 7.6 9.9 12.1 14.2 16.2 18.1 19.9 21.7

12" S 769 636 554 498 458 428 404 385G' 7.5 9.7 11.7 13.7 15.5 17.2 18.8 20.3

18" S 706 571 488 431 390 360 336 31622 G' 7.4 9.6 11.5 13.3 15.0 16.6 18.0 19.3

0.0295" 24" S 675 538 454 397 356 325 301 282G' 7.4 9.5 11.4 13.1 14.7 16.1 17.4 18.6

30" S 655 518 434 377 336 305 280 261G' 7.4 9.4 11.2 12.9 14.4 15.7 16.9 18.0

36" S 643 505 420 363 322 291 267 247G' 7.4 9.4 11.1 12.7 14.2 15.4 16.5 17.5

6" S 1158 1005 910 846 799 763 735 665*G' 12.0 15.5 18.8 21.9 24.8 27.6 30.2 32.7

12" S 940 777 677 608 559 522 493 469G' 11.8 15.1 18.1 20.9 23.4 25.7 27.9 29.9

18" S 864 698 596 527 477 439 410 38620 G' 11.7 14.8 17.6 20.1 22.4 24.5 26.3 28.0

0.0358" 24" S 826 658 555 486 435 397 368 344G' 11.6 14.6 17.3 19.6 21.7 23.5 25.2 26.6

30" S 802 634 531 461 410 372 343 319G' 11.5 14.5 17.0 19.2 21.1 22.8 24.3 25.5

36" S 787 618 514 444 394 356 326 302G' 11.5 14.4 16.8 18.9 20.7 22.2 23.5 24.7

6" S 1550 1345 1216 1129 1065 1017 980 949G' 23.0 29.2 34.9 40.1 44.8 49.2 53.2 57.0

12" S 1262 1042 906 814 748 697 658 627G' 22.3 27.9 32.8 37.1 40.9 44.3 47.3 50.0

18" S 1161 938 800 706 639 588 548 51618 G' 21.9 27.1 31.5 35.2 38.4 41.1 43.5 45.5

0.0474" 24" S 1110 885 746 652 584 533 493 461G' 21.7 26.6 30.6 33.9 36.6 38.8 40.7 42.3

30" S 1080 853 713 619 551 499 459 427G' 21.5 26.2 29.9 32.8 35.2 37.1 38.7 40.0

36" S 1059 831 691 597 529 477 437 405G' 21.3 25.9 29.4 32.1 34.2 35.8 37.1 38.2

6" S 1980 1715 1549 1436 1355 1293 1244 1205G' 38.7 48.2 56.6 64.0 70.6 76.5 81.8 86.6

12" S 1616 1333 1158 1039 953 889 838 798G' 37.0 45.2 51.9 57.5 62.3 66.3 69.8 72.9

18" S 1489 1201 1023 903 816 751 699 65816 G' 36.0 43.3 49.0 53.5 57.1 60.1 62.5 64.6

0.0598" 24" S 1424 1134 955 834 747 681 630 588G' 35.4 42.0 47.0 50.7 53.6 55.8 57.6 59.0

30" S 1385 1094 914 792 705 639 588 546G' 34.9 41.1 45.6 48.7 51.0 52.7 54.0 55.0

36" S 1359 1067 886 765 677 611 559 518G' 34.6 40.5 44.5 47.2 49.1 50.4 51.3 51.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 35N-Dek Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 43 of 77

Page 44: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 1138 1076 1039 1014 996 778* 615* 498*G' 7.7 10.0 12.3 14.6 16.7 18.8 20.8 22.7

12" S 941 871 826 795 772 755 615* 498*G' 7.6 9.9 12.1 14.3 16.3 18.3 20.2 22.0

18" S 794 712 660 624 598 578 562 498*22 G' 7.6 9.8 12.0 14.0 16.0 17.9 19.6 21.3

0.0295" 24" S 711 623 568 530 502 481 465 451G' 7.5 9.8 11.9 13.9 15.7 17.5 19.2 20.8

30" S 658 567 510 471 442 421 404 390G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.3

36" S 622 529 470 430 401 379 362 348G' 7.5 9.7 11.7 13.6 15.3 16.9 18.5 19.9

6" S 1394 1318 1273 1242 1221 1039* 821* 665*G' 12.2 15.9 19.4 22.8 26.0 29.1 32.1 34.9

12" S 1153 1067 1012 974 946 925 821* 665*G' 12.1 15.6 19.0 22.2 25.2 28.0 30.7 33.3

18" S 972 872 808 764 732 708 689 665*20 G' 12.0 15.4 18.6 21.7 24.5 27.1 29.6 32.0

0.0358" 24" S 871 763 695 649 615 589 569 553G' 11.9 15.2 18.4 21.2 23.9 26.4 28.7 30.9

30" S 806 695 625 577 542 515 495 478G' 11.8 15.1 18.1 20.9 23.4 25.8 27.9 29.9

36" S 762 648 576 527 492 465 444 427G' 11.8 15.0 17.9 20.6 23.0 25.2 27.3 29.1

6" S 1878 1776 1714 1674 1645 1583* 1251* 1013*G' 23.7 30.5 36.8 42.7 48.3 53.5 58.4 63.1

12" S 1554 1438 1363 1312 1274 1246 1223 1013*G' 23.2 29.6 35.5 40.8 45.8 50.4 54.7 58.6

18" S 1310 1174 1088 1029 986 954 928 90718 G' 22.9 29.0 34.4 39.4 43.9 48.0 51.7 55.1

0.0474" 24" S 1173 1028 937 874 828 794 767 745G' 22.6 28.5 33.6 38.2 42.3 46.0 49.3 52.3

30" S 1086 936 841 777 730 694 666 644G' 22.4 28.1 33.0 37.3 41.0 44.4 47.4 50.0

36" S 1027 872 776 710 662 626 598 575G' 22.3 27.7 32.4 36.5 40.0 43.0 45.7 48.1

6" S 2412 2281 2203 2150 2113 2085 1771* 1435*G' 40.4 51.3 61.2 70.2 78.5 86.1 93.1 99.6

12" S 1996 1847 1752 1686 1637 1600 1571 1435*G' 39.2 49.1 57.9 65.8 72.8 79.1 84.8 90.0

18" S 1683 1509 1398 1323 1267 1225 1192 116516 G' 38.3 47.6 55.5 62.4 68.5 73.8 78.6 82.9

0.0598" 24" S 1507 1321 1203 1123 1064 1020 985 957G' 37.7 46.4 53.6 59.8 65.1 69.7 73.8 77.3

30" S 1396 1202 1081 998 937 892 856 827G' 37.2 45.4 52.2 57.8 62.5 66.5 69.9 72.9

36" S 1319 1121 997 912 851 804 768 738G' 36.8 44.7 51.0 56.1 60.3 63.8 66.8 69.3

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 1434 1298 1217 1162 1016* 778* 615* 498*G' 7.7 10.1 12.4 14.6 16.7 18.8 20.8 22.8

12" S 1244 1111 1025 967 923 778* 615* 498*G' 7.6 10.0 12.2 14.3 16.4 18.3 20.2 22.1

18" S 1082 935 843 779 732 697 615* 498*22 G' 7.6 9.9 12.1 14.1 16.1 18.0 19.8 21.5

0.0295" 24" S 995 842 746 680 632 595 567 498*G' 7.6 9.8 12.0 14.0 15.9 17.7 19.4 21.0

30" S 941 785 686 619 570 533 504 481G' 7.6 9.8 11.9 13.8 15.7 17.4 19.1 20.6

36" S 904 745 646 578 528 491 462 438G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.3

6" S 1757 1591 1491 1424 1357* 1039* 821* 665*G' 12.2 15.9 19.4 22.8 26.0 29.1 32.1 35.0

12" S 1524 1361 1256 1184 1131 1039* 821* 665*G' 12.1 15.7 19.1 22.2 25.3 28.1 30.9 33.4

18" S 1325 1146 1032 954 897 854 820 665*20 G' 12.0 15.5 18.8 21.8 24.7 27.4 29.9 32.3

0.0358" 24" S 1219 1032 914 833 774 729 694 665*G' 12.0 15.4 18.6 21.5 24.2 26.7 29.1 31.3

30" S 1152 961 841 758 698 653 618 589G' 11.9 15.3 18.4 21.2 23.8 26.2 28.4 30.5

36" S 1107 913 791 708 647 602 566 537G' 11.9 15.2 18.2 21.0 23.5 25.8 27.9 29.8

6" S 2367 2143 2008 1919 1854 1583* 1251* 1013*G' 23.7 30.5 36.9 42.8 48.4 53.6 58.6 63.2

12" S 2053 1833 1692 1595 1524 1470 1251* 1013*G' 23.3 29.8 35.7 41.1 46.1 50.8 55.1 59.0

18" S 1785 1544 1391 1285 1209 1150 1105 1013*18 G' 23.1 29.3 34.8 39.9 44.4 48.6 52.4 55.9

0.0474" 24" S 1642 1390 1231 1122 1043 983 935 897G' 22.9 28.9 34.2 38.9 43.1 46.9 50.3 53.4

30" S 1553 1295 1132 1021 941 880 832 793G' 22.7 28.6 33.7 38.1 42.1 45.5 48.6 51.4

36" S 1492 1230 1066 953 872 810 762 723G' 22.6 28.3 33.3 37.5 41.2 44.4 47.2 49.7

6" S 3042 2753 2580 2465 2383 2242* 1771* 1435*G' 40.5 51.4 61.4 70.4 78.7 86.4 93.4 99.9

12" S 2638 2355 2174 2049 1958 1888 1771* 1435*G' 39.5 49.6 58.5 66.4 73.5 79.9 85.6 90.9

18" S 2294 1984 1787 1651 1553 1478 1419 137216 G' 38.8 48.3 56.4 63.5 69.7 75.2 80.0 84.3

0.0598" 24" S 2109 1786 1581 1441 1340 1262 1202 1153G' 38.4 47.4 54.9 61.4 66.8 71.6 75.7 79.3

30" S 1995 1663 1455 1312 1209 1130 1069 1019G' 38.0 46.7 53.8 59.7 64.6 68.8 72.3 75.4

36" S 1917 1580 1369 1225 1120 1041 979 929G' 37.8 46.1 52.8 58.3 62.8 66.5 69.6 72.3

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 36N-Dek Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 44 of 77

Page 45: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 443 370 325 294 272 256 243 233G' 7.1 8.9 10.4 11.7 12.8 13.7 14.5 15.1

12" S 379 304 258 227 205 188 175 164G' 7.0 8.7 10.0 11.1 11.9 12.5 13.0 13.4

18" S 357 281 235 204 182 165 152 14122 G' 7.0 8.6 9.9 10.8 11.5 12.0 12.4 12.6

0.0295" 24" S 346 270 224 193 170 153 140 130G' 7.0 8.6 9.8 10.7 11.3 11.7 12.0 12.2

30" S 340 263 217 186 163 147 133 123G' 6.9 8.5 9.7 10.6 11.2 11.6 11.8 11.9

36" S 335 259 212 181 159 142 129 118G' 6.9 8.5 9.7 10.5 11.1 11.4 11.6 11.7

6" S 571 483 429 392 366 346 330 318G' 11.0 13.4 15.4 17.0 18.2 19.2 19.9 20.6

12" S 477 386 331 293 266 246 230 217G' 10.8 13.0 14.6 15.8 16.6 17.1 17.5 17.7

18" S 446 354 298 260 233 212 196 18420 G' 10.7 12.8 14.3 15.3 15.9 16.3 16.4 16.5

0.0358" 24" S 429 337 281 243 216 196 180 167G' 10.7 12.7 14.2 15.1 15.6 15.8 15.9 15.8

30" S 420 327 271 233 206 185 169 157G' 10.6 12.7 14.1 14.9 15.3 15.5 15.5 15.4

36" S 413 321 264 226 199 179 163 150G' 10.6 12.6 14.0 14.8 15.2 15.3 15.3 15.1

6" S 837 722 651 603 569 543 522 506G' 19.9 23.4 25.8 27.4 28.6 29.3 29.8 30.1

12" S 675 555 482 432 396 370 349 332G' 19.4 22.3 24.0 24.9 25.3 25.3 25.2 24.9

18" S 620 498 424 374 338 311 290 27318 G' 19.2 21.9 23.3 23.9 23.9 23.7 23.3 22.9

0.0474" 24" S 592 469 395 345 309 281 260 243G' 19.1 21.6 22.9 23.3 23.2 22.9 22.3 21.7

30" S 575 452 377 327 291 264 242 225G' 19.0 21.5 22.6 23.0 22.8 22.3 21.7 21.1

36" S 563 441 366 315 279 252 231 214G' 19.0 21.4 22.5 22.7 22.5 22.0 21.3 20.6

6" S 1164 1021 933 874 831 798 773 752G' 31.5 35.4 37.5 38.7 39.3 39.4 39.4 39.3

12" S 910 759 666 604 559 525 499 478G' 30.3 33.1 34.2 34.3 33.8 33.2 32.4 31.6

18" S 822 669 575 512 466 432 406 38416 G' 29.9 32.3 32.9 32.6 31.8 30.8 29.7 28.7

0.0598" 24" S 777 623 529 465 420 385 359 337G' 29.6 31.8 32.2 31.6 30.6 29.5 28.3 27.1

30" S 751 595 501 437 392 357 330 309G' 29.5 31.6 31.8 31.1 30.0 28.7 27.4 26.2

36" S 733 577 482 418 373 338 311 290G' 29.4 31.4 31.5 30.7 29.5 28.1 26.8 25.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 726 586 499 440 398 366 341 321G' 7.3 9.3 11.0 12.5 13.8 14.9 15.9 16.7

12" S 663 520 433 373 331 298 273 253G' 7.3 9.2 10.8 12.2 13.3 14.3 15.0 15.6

18" S 642 499 410 351 308 275 250 23022 G' 7.3 9.2 10.8 12.1 13.2 14.0 14.6 15.1

0.0295" 24" S 631 488 399 339 296 264 239 218G' 7.3 9.1 10.7 12.0 13.0 13.8 14.4 14.8

30" S 625 481 392 333 290 257 232 212G' 7.2 9.1 10.7 12.0 13.0 13.7 14.3 14.7

36" S 620 476 388 328 285 253 227 207G' 7.2 9.1 10.7 12.0 12.9 13.7 14.2 14.6

6" S 917 747 642 571 520 481 451 426G' 11.4 14.3 16.6 18.6 20.1 21.4 22.4 23.3

12" S 825 652 545 473 421 381 351 326G' 11.3 14.1 16.3 17.9 19.2 20.2 20.8 21.3

18" S 794 620 512 439 387 348 317 29220 G' 11.3 14.0 16.1 17.7 18.9 19.7 20.2 20.5

0.0358" 24" S 779 603 496 423 370 331 300 275G' 11.3 14.0 16.0 17.6 18.7 19.4 19.8 20.1

30" S 769 594 486 413 360 321 290 265G' 11.3 13.9 16.0 17.5 18.5 19.2 19.6 19.8

36" S 763 587 479 406 354 314 283 258G' 11.3 13.9 15.9 17.4 18.4 19.1 19.5 19.6

6" S 1303 1079 940 845 777 726 686 653G' 21.3 25.7 28.9 31.3 32.9 34.1 34.8 35.3

12" S 1143 912 770 674 604 552 511 478G' 21.1 25.1 27.9 29.7 30.8 31.3 31.5 31.5

18" S 1089 856 713 616 546 493 452 41918 G' 21.0 24.9 27.6 29.1 30.0 30.3 30.3 30.0

0.0474" 24" S 1062 828 684 587 517 464 423 390G' 20.9 24.8 27.4 28.8 29.6 29.8 29.6 29.2

30" S 1045 811 666 569 499 446 405 372G' 20.9 24.8 27.2 28.6 29.3 29.4 29.2 28.7

36" S 1034 799 655 557 487 434 393 360G' 20.9 24.7 27.1 28.5 29.1 29.2 28.9 28.4

6" S 1761 1479 1305 1186 1100 1035 984 943G' 34.6 40.2 43.7 45.7 46.8 47.4 47.5 47.3

12" S 1510 1217 1037 914 826 759 707 666G' 34.1 39.0 41.7 42.8 43.1 42.8 42.1 41.3

18" S 1424 1128 946 822 733 666 614 57216 G' 33.9 38.5 40.9 41.8 41.7 41.1 40.1 39.1

0.0598" 24" S 1381 1083 900 776 687 620 567 525G' 33.8 38.3 40.5 41.2 41.0 40.2 39.1 37.9

30" S 1355 1056 872 748 659 591 539 497G' 33.7 38.2 40.3 40.8 40.5 39.6 38.4 37.2

36" S 1337 1038 854 730 640 573 520 478G' 33.7 38.1 40.1 40.6 40.2 39.2 38.0 36.7

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE

Table 37N-Dek Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 45 of 77

Page 46: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 665 605 568 543 525 511 500 491G' 7.6 9.8 12.0 14.1 16.1 18.0 19.8 21.6

12" S 487 420 379 352 332 317 305 296G' 7.4 9.6 11.6 13.5 15.2 16.9 18.5 20.0

18" S 423 355 313 285 264 249 237 22822 G' 7.3 9.4 11.2 13.0 14.6 16.1 17.5 18.8

0.0295" 24" S 391 322 279 251 230 215 203 193G' 7.2 9.2 11.0 12.6 14.1 15.4 16.6 17.8

30" S 371 301 259 230 210 194 182 172G' 7.2 9.1 10.8 12.3 13.6 14.9 16.0 17.0

36" S 358 288 245 216 196 180 168 159G' 7.1 9.0 10.6 12.0 13.3 14.4 15.4 16.3

6" S 811 738 692 661 639 622 608 598G' 11.9 15.4 18.7 21.7 24.6 27.4 30.0 32.4

12" S 595 513 463 429 404 386 372 360G' 11.6 14.8 17.7 20.4 22.9 25.2 27.3 29.3

18" S 517 433 382 347 323 304 289 27720 G' 11.4 14.4 17.0 19.4 21.6 23.5 25.3 26.9

0.0358" 24" S 478 393 341 306 281 262 247 236G' 11.2 14.0 16.5 18.7 20.6 22.3 23.8 25.1

30" S 454 369 316 281 256 237 222 210G' 11.1 13.8 16.1 18.0 19.7 21.2 22.5 23.7

36" S 438 352 300 265 239 220 205 193G' 11.0 13.6 15.7 17.5 19.1 20.4 21.5 22.5

6" S 1084 984 922 880 850 827 809 795G' 22.8 28.9 34.5 39.6 44.3 48.6 52.6 56.3

12" S 796 686 618 572 539 515 495 480G' 21.8 27.1 31.8 35.9 39.6 42.9 45.8 48.4

18" S 694 581 511 465 431 406 386 37018 G' 21.1 25.9 29.9 33.3 36.3 38.8 41.1 43.1

0.0474" 24" S 642 527 457 410 376 350 331 315G' 20.6 24.9 28.5 31.4 33.8 35.9 37.6 39.1

30" S 610 495 424 377 343 317 297 281G' 20.2 24.2 27.4 29.9 31.9 33.6 35.0 36.2

36" S 589 473 402 355 321 295 275 259G' 19.9 23.6 26.5 28.7 30.4 31.8 32.9 33.8

6" S 1381 1252 1172 1118 1079 1049 1026 1007G' 38.1 47.4 55.7 62.9 69.4 75.2 80.4 85.2

12" S 1017 875 787 728 686 654 629 609G' 35.6 43.3 49.6 55.0 59.5 63.5 66.9 69.9

18" S 888 742 653 592 549 516 491 47016 G' 34.0 40.5 45.6 49.7 53.0 55.8 58.2 60.2

0.0598" 24" S 822 674 584 523 480 447 421 401G' 32.8 38.5 42.7 45.9 48.5 50.5 52.2 53.6

30" S 782 633 543 482 438 405 379 358G' 32.0 37.0 40.5 43.1 45.0 46.5 47.7 48.7

36" S 755 606 515 454 410 377 351 330G' 31.3 35.8 38.8 40.9 42.4 43.5 44.3 44.9

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 948 824 746 694 655 626 604 501*G' 7.6 9.9 12.1 14.2 16.2 18.1 19.9 21.7

12" S 769 636 554 498 458 428 404 385G' 7.5 9.7 11.7 13.7 15.5 17.2 18.8 20.3

18" S 706 571 488 431 390 360 336 31622 G' 7.4 9.6 11.5 13.3 15.0 16.5 18.0 19.3

0.0295" 24" S 675 538 454 397 356 325 301 282G' 7.4 9.5 11.4 13.1 14.6 16.1 17.4 18.6

30" S 655 518 434 377 336 305 280 261G' 7.4 9.4 11.2 12.9 14.4 15.7 16.9 18.0

36" S 643 505 420 363 322 291 267 247G' 7.3 9.4 11.1 12.7 14.1 15.4 16.5 17.5

6" S 1158 1005 910 846 799 763 735 670*G' 12.0 15.5 18.8 21.9 24.8 27.6 30.2 32.6

12" S 940 777 677 608 559 522 493 469G' 11.8 15.1 18.1 20.8 23.4 25.7 27.9 29.9

18" S 864 698 596 527 477 439 410 38620 G' 11.7 14.8 17.6 20.1 22.4 24.5 26.3 28.0

0.0358" 24" S 826 658 555 486 435 397 368 344G' 11.6 14.6 17.3 19.6 21.7 23.5 25.1 26.6

30" S 802 634 531 461 410 372 343 319G' 11.5 14.5 17.0 19.2 21.1 22.8 24.2 25.5

36" S 787 618 514 444 394 356 326 302G' 11.5 14.4 16.8 18.9 20.7 22.2 23.5 24.6

6" S 1550 1345 1216 1129 1065 1017 980 949G' 23.0 29.2 34.9 40.1 44.8 49.1 53.2 56.9

12" S 1262 1042 906 814 748 697 658 627G' 22.3 27.9 32.8 37.1 40.9 44.3 47.3 50.0

18" S 1161 938 800 706 639 588 548 51618 G' 21.9 27.1 31.5 35.2 38.3 41.0 43.4 45.5

0.0474" 24" S 1110 885 746 652 584 533 493 461G' 21.6 26.5 30.5 33.8 36.5 38.8 40.7 42.3

30" S 1080 853 713 619 551 499 459 427G' 21.5 26.1 29.9 32.8 35.2 37.1 38.7 39.9

36" S 1059 831 691 597 529 477 437 405G' 21.3 25.8 29.3 32.0 34.2 35.8 37.1 38.1

6" S 1980 1715 1549 1436 1355 1293 1244 1205G' 38.6 48.2 56.6 63.9 70.5 76.4 81.6 86.4

12" S 1616 1333 1158 1039 953 889 838 798G' 37.0 45.1 51.8 57.4 62.2 66.2 69.7 72.8

18" S 1489 1201 1023 903 816 751 699 65816 G' 36.0 43.2 48.9 53.4 57.0 60.0 62.4 64.5

0.0598" 24" S 1424 1134 955 834 747 681 630 588G' 35.4 42.0 46.9 50.7 53.5 55.7 57.5 58.9

30" S 1385 1094 914 792 705 639 588 546G' 34.9 41.1 45.5 48.7 51.0 52.7 53.9 54.9

36" S 1359 1067 886 765 677 611 559 518G' 34.6 40.4 44.4 47.2 49.1 50.4 51.3 51.9

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 38N-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 46 of 77

Page 47: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 1138 1076 1039 1014 996 783* 618* 501*G' 7.7 10.0 12.3 14.5 16.7 18.8 20.8 22.7

12" S 941 871 826 795 772 755 618* 501*G' 7.6 9.9 12.1 14.3 16.3 18.3 20.2 22.0

18" S 794 712 660 624 598 578 562 501*22 G' 7.6 9.8 12.0 14.0 16.0 17.9 19.6 21.3

0.0295" 24" S 711 623 568 530 502 481 465 451G' 7.5 9.8 11.9 13.8 15.7 17.5 19.2 20.8

30" S 658 567 510 471 442 421 404 390G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.3

36" S 622 529 470 430 401 379 362 348G' 7.5 9.7 11.7 13.5 15.3 16.9 18.5 19.9

6" S 1394 1318 1273 1242 1221 1046* 826* 670*G' 12.2 15.9 19.4 22.8 26.0 29.1 32.0 34.9

12" S 1153 1067 1012 974 946 925 826* 670*G' 12.1 15.6 19.0 22.1 25.1 28.0 30.7 33.3

18" S 972 872 808 764 732 708 689 670*20 G' 12.0 15.4 18.6 21.6 24.5 27.1 29.6 31.9

0.0358" 24" S 871 763 695 649 615 589 569 553G' 11.9 15.2 18.3 21.2 23.9 26.4 28.7 30.8

30" S 806 695 625 577 542 515 495 478G' 11.8 15.1 18.1 20.9 23.4 25.8 27.9 29.9

36" S 762 648 576 527 492 465 444 427G' 11.8 15.0 17.9 20.6 23.0 25.2 27.2 29.1

6" S 1878 1776 1714 1674 1645 1592* 1258* 1019*G' 23.6 30.4 36.8 42.7 48.2 53.4 58.3 63.0

12" S 1554 1438 1363 1312 1274 1246 1223 1019*G' 23.2 29.6 35.4 40.8 45.8 50.3 54.6 58.5

18" S 1310 1174 1088 1029 986 954 928 90718 G' 22.8 28.9 34.4 39.3 43.8 47.9 51.6 55.1

0.0474" 24" S 1173 1028 937 874 828 794 767 745G' 22.6 28.4 33.6 38.2 42.3 45.9 49.3 52.3

30" S 1086 936 841 777 730 694 666 644G' 22.4 28.0 32.9 37.2 41.0 44.3 47.3 50.0

36" S 1027 872 776 710 662 626 598 575G' 22.2 27.7 32.4 36.4 39.9 43.0 45.7 48.0

6" S 2412 2281 2203 2150 2113 2085 1782* 1444*G' 40.3 51.2 61.1 70.1 78.3 85.9 92.9 99.4

12" S 1996 1847 1752 1686 1637 1600 1571 1444*G' 39.1 49.1 57.8 65.7 72.7 79.0 84.7 89.8

18" S 1683 1509 1398 1323 1267 1225 1192 116516 G' 38.3 47.5 55.4 62.3 68.4 73.7 78.5 82.7

0.0598" 24" S 1507 1321 1203 1123 1064 1020 985 957G' 37.7 46.3 53.6 59.8 65.0 69.6 73.6 77.2

30" S 1396 1202 1081 998 937 892 856 827G' 37.2 45.4 52.1 57.7 62.4 66.4 69.8 72.8

36" S 1319 1121 997 912 851 804 768 738G' 36.8 44.6 50.9 56.0 60.2 63.7 66.7 69.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 1434 1298 1217 1162 1022* 783* 618* 501*G' 7.7 10.1 12.3 14.6 16.7 18.8 20.8 22.7

12" S 1244 1111 1025 967 923 783* 618* 501*G' 7.6 10.0 12.2 14.3 16.4 18.3 20.2 22.0

18" S 1082 935 843 779 732 697 618* 501*22 G' 7.6 9.9 12.0 14.1 16.1 18.0 19.7 21.5

0.0295" 24" S 995 842 746 680 632 595 567 501*G' 7.6 9.8 11.9 14.0 15.9 17.7 19.4 21.0

30" S 941 785 686 619 570 533 504 481G' 7.6 9.8 11.9 13.8 15.7 17.4 19.0 20.6

36" S 904 745 646 578 528 491 462 438G' 7.5 9.7 11.8 13.7 15.5 17.2 18.8 20.2

6" S 1757 1591 1491 1424 1366* 1046* 826* 670*G' 12.2 15.9 19.4 22.8 26.0 29.1 32.1 34.9

12" S 1524 1361 1256 1184 1131 1046* 826* 670*G' 12.1 15.7 19.0 22.2 25.3 28.1 30.8 33.4

18" S 1325 1146 1032 954 897 854 820 670*20 G' 12.0 15.5 18.8 21.8 24.7 27.3 29.9 32.2

0.0358" 24" S 1219 1032 914 833 774 729 694 666G' 12.0 15.4 18.5 21.5 24.2 26.7 29.1 31.3

30" S 1152 961 841 758 698 653 618 589G' 11.9 15.3 18.4 21.2 23.8 26.2 28.4 30.4

36" S 1107 913 791 708 647 602 566 537G' 11.9 15.2 18.2 21.0 23.5 25.8 27.9 29.8

6" S 2367 2143 2008 1919 1854 1592* 1258* 1019*G' 23.7 30.5 36.8 42.8 48.3 53.6 58.5 63.1

12" S 2053 1833 1692 1595 1524 1470 1258* 1019*G' 23.3 29.8 35.7 41.1 46.1 50.7 55.0 58.9

18" S 1785 1544 1391 1285 1209 1150 1105 1019*18 G' 23.0 29.2 34.8 39.8 44.4 48.5 52.3 55.8

0.0474" 24" S 1642 1390 1231 1122 1043 983 935 897G' 22.9 28.8 34.1 38.9 43.1 46.8 50.2 53.3

30" S 1553 1295 1132 1021 941 880 832 793G' 22.7 28.6 33.6 38.1 42.0 45.5 48.5 51.3

36" S 1492 1230 1066 953 872 810 762 723G' 22.6 28.3 33.2 37.5 41.1 44.3 47.2 49.6

6" S 3042 2753 2580 2465 2383 2255* 1782* 1444*G' 40.4 51.4 61.3 70.3 78.6 86.2 93.2 99.7

12" S 2638 2355 2174 2049 1958 1888 1782* 1444*G' 39.5 49.5 58.4 66.3 73.4 79.7 85.5 90.7

18" S 2294 1984 1787 1651 1553 1478 1419 137216 G' 38.8 48.2 56.4 63.4 69.6 75.0 79.9 84.2

0.0598" 24" S 2109 1786 1581 1441 1340 1262 1202 1153G' 38.3 47.3 54.9 61.3 66.7 71.5 75.6 79.2

30" S 1995 1663 1455 1312 1209 1130 1069 1019G' 38.0 46.6 53.7 59.6 64.5 68.7 72.2 75.3

36" S 1917 1580 1369 1225 1120 1041 979 929G' 37.7 46.0 52.8 58.2 62.7 66.4 69.5 72.1

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 39N-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 47 of 77

Page 48: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 443 370 325 294 272 256 243 233G' 7.1 8.9 10.4 11.7 12.8 13.7 14.5 15.1

12" S 379 304 258 227 205 188 175 164G' 7.0 8.7 10.0 11.1 11.9 12.5 13.0 13.4

18" S 357 281 235 204 182 165 152 14122 G' 7.0 8.6 9.9 10.8 11.5 12.0 12.4 12.6

0.0295" 24" S 346 270 224 193 170 153 140 130G' 7.0 8.5 9.8 10.7 11.3 11.7 12.0 12.2

30" S 340 263 217 186 163 147 133 123G' 6.9 8.5 9.7 10.6 11.2 11.6 11.8 11.9

36" S 335 259 212 181 159 142 129 118G' 6.9 8.5 9.7 10.5 11.1 11.4 11.6 11.7

6" S 571 483 429 392 366 346 330 318G' 10.9 13.4 15.4 17.0 18.2 19.2 19.9 20.6

12" S 477 386 331 293 266 246 230 217G' 10.8 13.0 14.6 15.8 16.6 17.1 17.5 17.7

18" S 446 354 298 260 233 212 196 18420 G' 10.7 12.8 14.3 15.3 15.9 16.3 16.4 16.4

0.0358" 24" S 429 337 281 243 216 196 180 167G' 10.7 12.7 14.2 15.1 15.6 15.8 15.9 15.8

30" S 420 327 271 233 206 185 169 157G' 10.6 12.7 14.0 14.9 15.3 15.5 15.5 15.4

36" S 413 321 264 226 199 179 163 150G' 10.6 12.6 14.0 14.8 15.2 15.3 15.2 15.1

6" S 837 722 651 603 569 543 522 506G' 19.9 23.4 25.8 27.4 28.5 29.3 29.8 30.1

12" S 675 555 482 432 396 370 349 332G' 19.4 22.3 24.0 24.9 25.2 25.3 25.2 24.9

18" S 620 498 424 374 338 311 290 27318 G' 19.2 21.9 23.3 23.8 23.9 23.7 23.3 22.8

0.0474" 24" S 592 469 395 345 309 281 260 243G' 19.1 21.6 22.9 23.3 23.2 22.8 22.3 21.7

30" S 575 452 377 327 291 264 242 225G' 19.0 21.5 22.6 22.9 22.8 22.3 21.7 21.0

36" S 563 441 366 315 279 252 231 214G' 19.0 21.4 22.5 22.7 22.5 21.9 21.3 20.6

6" S 1164 1021 933 874 831 798 773 752G' 31.4 35.3 37.5 38.7 39.2 39.4 39.4 39.2

12" S 910 759 666 604 559 525 499 478G' 30.3 33.1 34.2 34.2 33.8 33.1 32.4 31.6

18" S 822 669 575 512 466 432 406 38416 G' 29.8 32.3 32.9 32.5 31.7 30.7 29.7 28.7

0.0598" 24" S 777 623 529 465 420 385 359 337G' 29.6 31.8 32.2 31.6 30.6 29.5 28.3 27.1

30" S 751 595 501 437 392 357 330 309G' 29.5 31.5 31.8 31.1 29.9 28.7 27.4 26.2

36" S 733 577 482 418 373 338 311 290G' 29.4 31.3 31.5 30.7 29.5 28.1 26.8 25.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Button punch G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 6' - 0" 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0"

6" S 726 586 499 440 398 366 341 321G' 7.3 9.3 11.0 12.5 13.8 14.9 15.9 16.7

12" S 663 520 433 373 331 298 273 253G' 7.3 9.2 10.8 12.2 13.3 14.3 15.0 15.6

18" S 642 499 410 351 308 275 250 23022 G' 7.3 9.2 10.8 12.1 13.1 14.0 14.6 15.1

0.0295" 24" S 631 488 399 339 296 264 239 218G' 7.2 9.1 10.7 12.0 13.0 13.8 14.4 14.8

30" S 625 481 392 333 290 257 232 212G' 7.2 9.1 10.7 12.0 13.0 13.7 14.3 14.7

36" S 620 476 388 328 285 253 227 207G' 7.2 9.1 10.7 11.9 12.9 13.7 14.2 14.6

6" S 917 747 642 571 520 481 451 426G' 11.4 14.3 16.6 18.6 20.1 21.4 22.4 23.2

12" S 825 652 545 473 421 381 351 326G' 11.3 14.1 16.2 17.9 19.2 20.1 20.8 21.3

18" S 794 620 512 439 387 348 317 29220 G' 11.3 14.0 16.1 17.7 18.8 19.6 20.2 20.5

0.0358" 24" S 779 603 496 423 370 331 300 275G' 11.3 14.0 16.0 17.6 18.6 19.4 19.8 20.1

30" S 769 594 486 413 360 321 290 265G' 11.3 13.9 16.0 17.5 18.5 19.2 19.6 19.8

36" S 763 587 479 406 354 314 283 258G' 11.3 13.9 15.9 17.4 18.4 19.1 19.5 19.6

6" S 1303 1079 940 845 777 726 686 653G' 21.3 25.7 28.9 31.2 32.9 34.0 34.8 35.3

12" S 1143 912 770 674 604 552 511 478G' 21.1 25.1 27.9 29.7 30.8 31.3 31.5 31.5

18" S 1089 856 713 616 546 493 452 41918 G' 21.0 24.9 27.5 29.1 30.0 30.3 30.2 30.0

0.0474" 24" S 1062 828 684 587 517 464 423 390G' 20.9 24.8 27.3 28.8 29.5 29.7 29.6 29.2

30" S 1045 811 666 569 499 446 405 372G' 20.9 24.7 27.2 28.6 29.3 29.4 29.2 28.7

36" S 1034 799 655 557 487 434 393 360G' 20.9 24.7 27.1 28.5 29.1 29.2 28.9 28.4

6" S 1761 1479 1305 1186 1100 1035 984 943G' 34.6 40.1 43.6 45.7 46.8 47.3 47.4 47.3

12" S 1510 1217 1037 914 826 759 707 666G' 34.1 38.9 41.6 42.8 43.1 42.7 42.1 41.3

18" S 1424 1128 946 822 733 666 614 57216 G' 33.9 38.5 40.9 41.7 41.7 41.0 40.1 39.0

0.0598" 24" S 1381 1083 900 776 687 620 567 525G' 33.8 38.3 40.5 41.2 40.9 40.1 39.1 37.9

30" S 1355 1056 872 748 659 591 539 497G' 33.7 38.1 40.2 40.8 40.5 39.6 38.4 37.1

36" S 1337 1038 854 730 640 573 520 478G' 33.6 38.0 40.1 40.6 40.2 39.2 38.0 36.6

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 40N-Dek ES Interlocking

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 48 of 77

Page 49: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 627 602 582 565 552 540 531 522G' 34.5 37.7 40.5 43.2 45.6 47.8 49.9 51.8

12" S 446 417 395 377 362 350 339 330G' 32.2 34.8 37.0 39.0 40.8 42.3 43.8 45.1

18" S 381 352 329 311 296 283 272 26322 G' 30.8 33.0 34.8 36.4 37.7 38.9 40.0 40.9

0.0295" 24" S 348 319 296 277 262 249 238 229G' 29.9 31.7 33.3 34.6 35.6 36.6 37.3 38.0

30" S 328 299 275 257 241 228 218 208G' 29.2 30.8 32.2 33.2 34.1 34.8 35.4 35.9

36" S 315 285 262 243 228 215 204 194G' 28.7 30.2 31.3 32.3 33.0 33.5 34.0 34.3

6" S 764 733 708 688 671 658 646 635G' 50.1 54.1 57.6 60.8 63.6 66.2 68.6 70.7

12" S 544 509 481 459 441 426 413 402G' 45.8 48.7 51.2 53.4 55.3 57.0 58.4 59.7

18" S 465 429 401 379 360 345 332 32020 G' 43.3 45.6 47.4 49.0 50.3 51.4 52.4 53.2

0.0358" 24" S 425 389 361 338 319 304 290 279G' 41.6 43.5 44.9 46.1 47.0 47.7 48.3 48.8

30" S 401 365 336 313 294 279 265 254G' 40.4 41.9 43.1 44.0 44.6 45.1 45.5 45.7

36" S 385 348 320 297 278 262 249 237G' 39.5 40.8 41.8 42.4 42.8 43.1 43.3 43.4

6" S 1019 977 943 916 894 875 859 845G' 82.0 86.9 91.2 94.9 98.1 101.0 103.5 105.8

12" S 726 679 642 613 588 568 550 535G' 72.3 75.4 77.9 80.0 81.7 83.1 84.3 85.4

18" S 622 574 536 506 481 460 442 42718 G' 66.9 68.9 70.4 71.6 72.4 73.1 73.6 74.0

0.0474" 24" S 569 520 482 452 427 405 388 372G' 63.5 64.8 65.7 66.2 66.5 66.7 66.8 66.8

30" S 537 488 450 419 394 372 354 339G' 61.1 61.9 62.4 62.5 62.5 62.3 62.1 61.8

36" S 516 466 428 397 372 350 332 317G' 59.3 59.8 59.9 59.8 59.4 59.1 58.6 58.1

6" S 1295 1241 1198 1163 1134 1110 1089 1072G' 117.9 123.1 127.5 131.2 134.4 137.1 139.5 141.7

12" S 924 864 817 779 748 721 699 680G' 100.7 103.2 105.2 106.7 107.9 108.8 109.6 110.2

18" S 793 731 683 644 612 585 563 54316 G' 91.5 92.6 93.3 93.7 93.8 93.9 93.8 93.7

0.0598" 24" S 726 664 615 576 543 516 493 474G' 85.8 86.1 85.9 85.6 85.1 84.6 84.1 83.5

30" S 686 623 574 534 502 475 452 432G' 82.0 81.6 80.9 80.1 79.2 78.3 77.5 76.6

36" S 659 596 546 507 474 447 424 404G' 79.2 78.3 77.3 76.1 74.9 73.8 72.7 71.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 764 722 689 662 641 622 607 562*G' 34.9 38.1 41.0 43.7 46.1 48.4 50.5 52.4

12" S 564 520 487 459 437 418 403 389G' 33.1 35.8 38.1 40.2 42.0 43.7 45.1 46.5

18" S 496 452 418 391 368 349 333 32022 G' 32.1 34.4 36.4 38.1 39.6 40.8 42.0 42.9

0.0295" 24" S 462 418 384 356 333 315 299 285G' 31.4 33.5 35.3 36.7 37.9 39.0 39.8 40.6

30" S 441 397 363 335 313 294 278 264G' 31.0 32.9 34.5 35.7 36.8 37.6 38.3 38.9

36" S 427 383 349 321 299 280 264 250G' 30.6 32.4 33.9 35.0 35.9 36.6 37.2 37.6

6" S 930 879 839 806 780 758 739 723G' 50.9 54.9 58.5 61.7 64.6 67.2 69.6 71.8

12" S 688 635 593 560 533 510 491 474G' 47.4 50.5 53.2 55.5 57.4 59.2 60.7 62.0

18" S 606 552 510 477 449 426 407 39020 G' 45.5 48.1 50.2 51.9 53.3 54.5 55.5 56.4

0.0358" 24" S 564 510 468 435 407 384 364 348G' 44.3 46.5 48.3 49.6 50.7 51.5 52.2 52.7

30" S 539 485 443 409 382 359 339 322G' 43.5 45.4 46.9 48.0 48.8 49.4 49.8 50.1

36" S 522 468 426 393 365 342 322 305G' 42.9 44.6 45.9 46.8 47.4 47.8 48.1 48.2

6" S 1242 1172 1118 1074 1039 1009 983 962G' 83.8 88.8 93.2 96.9 100.1 103.0 105.6 107.8

12" S 920 849 793 748 711 681 654 632G' 75.9 79.2 81.9 84.0 85.7 87.2 88.4 89.4

18" S 811 739 683 637 600 569 543 52118 G' 71.8 74.1 75.8 77.0 77.9 78.6 79.1 79.5

0.0474" 24" S 756 684 627 582 545 514 487 465G' 69.2 70.9 72.0 72.7 73.1 73.3 73.3 73.2

30" S 723 650 594 548 511 480 454 431G' 67.4 68.7 69.4 69.7 69.7 69.6 69.3 69.0

36" S 701 628 572 526 489 458 431 409G' 66.2 67.1 67.5 67.5 67.3 66.9 66.4 65.8

6" S 1579 1490 1421 1365 1319 1280 1248 1220G' 121.2 126.6 131.0 134.7 137.8 140.5 142.8 144.9

12" S 1174 1082 1010 953 905 866 832 804G' 107.0 109.7 111.7 113.1 114.3 115.1 115.7 116.2

18" S 1036 943 871 813 765 726 692 66316 G' 99.7 101.0 101.8 102.1 102.1 102.0 101.8 101.5

0.0598" 24" S 966 873 801 743 695 655 622 593G' 95.3 95.8 95.7 95.3 94.8 94.1 93.3 92.5

30" S 925 831 759 701 653 613 579 550G' 92.3 92.3 91.7 90.8 89.8 88.7 87.6 86.5

36" S 897 803 731 672 625 585 551 522G' 90.2 89.7 88.8 87.6 86.2 84.9 83.5 82.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 41Versa-Dek® S

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 49 of 77

Page 50: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1072 1049 1032 1018 909* 764* 651* 562*G' 36.8 40.5 43.9 47.1 50.1 52.9 55.5 58.0

12" S 856 830 809 792 777 764* 651* 562*G' 35.3 38.6 41.6 44.4 47.0 49.4 51.6 53.6

18" S 697 666 642 622 606 592 580 562*22 G' 34.2 37.2 39.9 42.4 44.6 46.7 48.6 50.3

0.0295" 24" S 608 575 550 528 511 496 484 473G' 33.4 36.2 38.6 40.8 42.8 44.6 46.3 47.7

30" S 552 518 491 470 452 437 424 413G' 32.8 35.3 37.6 39.6 41.4 43.0 44.4 45.7

36" S 514 479 452 430 411 396 383 372G' 32.2 34.7 36.7 38.6 40.2 41.6 42.9 44.0

6" S 1314 1286 1264 1247 1214* 1020* 869* 750*G' 54.5 59.4 63.9 68.0 71.8 75.4 78.6 81.6

12" S 1049 1017 991 970 952 938 869* 750*G' 51.5 55.8 59.6 63.0 66.1 68.9 71.5 73.9

18" S 854 816 786 762 742 725 710 69820 G' 49.5 53.2 56.5 59.4 62.0 64.3 66.4 68.3

0.0358" 24" S 745 705 673 647 626 608 593 580G' 47.9 51.3 54.1 56.6 58.8 60.8 62.5 64.0

30" S 676 635 602 575 553 535 519 506G' 46.7 49.7 52.3 54.5 56.4 58.0 59.4 60.7

36" S 629 587 553 526 504 485 469 455G' 45.8 48.5 50.8 52.7 54.4 55.8 57.0 58.0

6" S 1769 1732 1703 1680 1660 1551* 1321* 1139*G' 92.6 99.5 105.6 111.0 115.9 120.3 124.3 128.0

12" S 1413 1369 1335 1306 1283 1263 1246 1139*G' 85.4 90.9 95.6 99.7 103.3 106.6 109.4 112.0

18" S 1150 1099 1059 1026 999 977 957 94018 G' 80.6 85.0 88.8 92.0 94.7 97.1 99.2 101.1

0.0474" 24" S 1004 950 907 872 843 819 799 781G' 77.1 80.8 83.8 86.3 88.4 90.2 91.8 93.1

30" S 911 855 811 775 745 721 699 681G' 74.4 77.5 80.0 82.0 83.6 85.0 86.1 87.1

36" S 848 791 745 709 679 653 632 613G' 72.3 75.0 77.0 78.6 79.9 80.9 81.7 82.3

6" S 2273 2225 2188 2158 2133 2113 1868* 1611*G' 138.1 146.4 153.6 159.8 165.3 170.2 174.6 178.5

12" S 1815 1759 1715 1678 1648 1623 1601 1582G' 124.2 130.2 135.3 139.5 143.2 146.4 149.2 151.7

18" S 1478 1412 1361 1319 1284 1255 1230 120816 G' 115.3 119.7 123.3 126.3 128.7 130.8 132.6 134.2

0.0598" 24" S 1289 1220 1165 1120 1083 1052 1026 1003G' 108.9 112.3 114.9 116.9 118.5 119.9 121.0 121.9

30" S 1171 1099 1042 996 958 926 898 875G' 104.3 106.8 108.6 110.0 111.0 111.7 112.3 112.8

36" S 1089 1016 958 911 872 839 811 788G' 100.7 102.5 103.8 104.6 105.1 105.4 105.6 105.7

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1272 1224 1187 1100* 909* 764* 651* 562*G' 36.9 40.6 44.0 47.2 50.2 53.1 55.7 58.1

12" S 1043 997 960 930 906 764* 651* 562*G' 35.6 38.9 42.0 44.8 47.4 49.8 52.0 54.1

18" S 845 796 757 727 701 680 651* 562*22 G' 34.7 37.7 40.5 43.0 45.3 47.4 49.3 51.1

0.0295" 24" S 742 692 653 622 596 574 556 540G' 34.0 36.9 39.4 41.7 43.7 45.6 47.3 48.8

30" S 679 629 589 558 532 510 491 475G' 33.5 36.2 38.6 40.7 42.5 44.2 45.7 47.0

36" S 637 586 547 515 489 467 448 432G' 33.1 35.7 37.9 39.8 41.6 43.0 44.4 45.6

6" S 1558 1500 1454 1418 1214* 1020* 869* 750*G' 54.7 59.6 64.2 68.3 72.1 75.6 78.9 81.9

12" S 1278 1221 1176 1140 1110 1020* 869* 750*G' 52.1 56.4 60.2 63.7 66.8 69.7 72.3 74.6

18" S 1035 975 928 890 859 833 811 750*20 G' 50.4 54.2 57.5 60.5 63.1 65.5 67.6 69.5

0.0358" 24" S 909 848 800 761 730 703 681 662G' 49.1 52.6 55.5 58.1 60.4 62.4 64.2 65.8

30" S 832 770 722 683 651 625 602 582G' 48.2 51.3 54.0 56.3 58.3 60.0 61.5 62.8

36" S 780 718 670 631 598 572 549 529G' 47.4 50.4 52.8 54.9 56.6 58.1 59.4 60.5

6" S 2099 2021 1959 1910 1845* 1551* 1321* 1139*G' 93.1 100.0 106.1 111.6 116.5 120.9 124.9 128.6

12" S 1721 1645 1584 1536 1496 1462 1321* 1139*G' 86.7 92.3 97.0 101.2 104.9 108.1 111.0 113.6

18" S 1394 1313 1250 1199 1157 1122 1093 106718 G' 82.6 87.2 91.0 94.3 97.1 99.5 101.6 103.5

0.0474" 24" S 1224 1142 1078 1026 983 948 917 891G' 79.7 83.6 86.8 89.4 91.6 93.4 95.0 96.3

30" S 1121 1038 973 920 877 841 811 785G' 77.6 81.0 83.6 85.7 87.4 88.8 90.0 90.9

36" S 1051 968 902 849 806 770 739 713G' 75.9 78.9 81.1 82.9 84.2 85.3 86.1 86.7

6" S 2697 2596 2517 2454 2403 2192* 1868* 1611*G' 139.1 147.4 154.6 160.9 166.4 171.3 175.6 179.5

12" S 2212 2113 2035 1973 1921 1878 1842 1611*G' 126.7 132.8 137.9 142.1 145.8 149.0 151.8 154.2

18" S 1791 1687 1606 1541 1487 1442 1404 137116 G' 119.0 123.6 127.3 130.2 132.7 134.8 136.5 138.0

0.0598" 24" S 1573 1467 1384 1318 1263 1217 1178 1145G' 113.7 117.2 119.9 122.0 123.6 124.9 125.9 126.8

30" S 1440 1333 1250 1182 1127 1081 1042 1008G' 109.9 112.6 114.6 116.0 117.0 117.7 118.2 118.5

36" S 1351 1243 1159 1091 1036 989 950 916G' 107.0 109.1 110.5 111.4 111.9 112.1 112.2 112.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 42Versa-Dek® S

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 50 of 77

Page 51: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 638 611 590 573 559 547 537 528G' 32.8 35.8 38.6 41.2 43.5 45.7 47.8 49.6

12" S 456 427 404 385 369 356 345 336G' 30.7 33.1 35.3 37.3 39.0 40.6 42.0 43.3

18" S 392 362 338 318 303 289 278 26822 G' 29.4 31.5 33.3 34.8 36.2 37.4 38.4 39.4

0.0295" 24" S 359 328 304 285 269 255 244 234G' 28.5 30.3 31.8 33.1 34.2 35.2 36.0 36.7

30" S 339 308 284 264 248 235 223 214G' 27.9 29.5 30.8 31.9 32.8 33.5 34.2 34.7

36" S 326 295 270 251 235 221 210 200G' 27.4 28.9 30.0 31.0 31.7 32.3 32.8 33.2

6" S 777 745 719 698 680 666 653 643G' 47.7 51.6 55.1 58.2 61.1 63.6 66.0 68.1

12" S 557 520 492 469 450 434 420 409G' 43.8 46.7 49.2 51.3 53.2 54.9 56.4 57.7

18" S 478 441 412 388 369 353 339 32720 G' 41.4 43.7 45.6 47.2 48.5 49.6 50.6 51.4

0.0358" 24" S 438 401 371 347 328 311 298 286G' 39.8 41.7 43.2 44.4 45.3 46.1 46.8 47.3

30" S 414 376 347 323 303 287 273 261G' 38.7 40.3 41.5 42.4 43.1 43.6 44.0 44.3

36" S 398 360 330 306 286 270 256 244G' 37.9 39.2 40.2 40.9 41.4 41.7 41.9 42.1

6" S 1037 992 957 929 906 886 869 855G' 78.7 83.6 87.8 91.5 94.8 97.7 100.3 102.6

12" S 744 695 656 625 600 578 560 545G' 69.6 72.7 75.2 77.3 79.1 80.6 81.8 82.9

18" S 640 590 550 519 493 471 452 43618 G' 64.5 66.5 68.1 69.3 70.2 71.0 71.5 72.0

0.0474" 24" S 587 536 496 464 438 416 397 381G' 61.2 62.6 63.6 64.2 64.6 64.8 65.0 65.0

30" S 555 504 464 432 405 383 364 348G' 58.9 59.9 60.4 60.6 60.6 60.6 60.4 60.2

36" S 533 482 442 410 383 361 342 326G' 57.3 57.8 58.0 58.0 57.7 57.4 57.0 56.6

6" S 1318 1261 1216 1179 1149 1124 1102 1084G' 113.7 119.0 123.5 127.3 130.5 133.3 135.8 137.9

12" S 947 884 835 795 762 735 712 692G' 97.3 100.0 102.1 103.6 104.9 105.9 106.8 107.5

18" S 816 752 701 660 627 599 575 55516 G' 88.6 89.9 90.6 91.1 91.3 91.5 91.5 91.4

0.0598" 24" S 749 684 633 592 558 530 506 485G' 83.2 83.5 83.5 83.3 82.9 82.5 82.0 81.5

30" S 709 643 592 551 517 488 464 444G' 79.4 79.2 78.7 78.0 77.2 76.4 75.6 74.8

36" S 682 616 564 523 489 460 436 416G' 76.7 76.1 75.2 74.1 73.0 72.0 70.9 70.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 768 726 692 666 644 625 610 565*G' 33.1 36.2 39.1 41.7 44.1 46.3 48.3 50.2

12" S 568 524 490 462 440 421 405 391G' 31.5 34.1 36.4 38.4 40.2 41.9 43.3 44.7

18" S 500 456 421 394 371 352 336 32222 G' 30.5 32.8 34.8 36.4 37.9 39.2 40.3 41.3

0.0295" 24" S 466 422 387 359 336 317 301 287G' 29.9 32.0 33.7 35.2 36.4 37.4 38.3 39.1

30" S 445 401 366 338 315 296 280 266G' 29.5 31.4 33.0 34.2 35.3 36.2 36.9 37.5

36" S 432 387 352 324 301 282 266 252G' 29.2 31.0 32.4 33.6 34.5 35.2 35.8 36.3

6" S 936 884 843 810 784 761 742 725G' 48.5 52.4 55.9 59.1 62.0 64.6 66.9 69.1

12" S 693 640 598 564 536 513 493 477G' 45.3 48.4 51.0 53.3 55.2 57.0 58.5 59.8

18" S 611 557 514 480 452 429 409 39220 G' 43.5 46.1 48.2 49.9 51.4 52.6 53.6 54.5

0.0358" 24" S 569 515 472 438 410 387 367 350G' 42.4 44.6 46.3 47.7 48.8 49.7 50.4 51.0

30" S 544 490 447 413 385 362 342 325G' 41.6 43.6 45.1 46.2 47.1 47.7 48.2 48.5

36" S 528 473 430 396 368 345 325 308G' 41.0 42.8 44.1 45.1 45.8 46.2 46.5 46.7

6" S 1249 1179 1124 1080 1044 1013 988 965G' 80.4 85.4 89.7 93.5 96.7 99.6 102.2 104.5

12" S 927 855 798 753 716 685 658 636G' 73.0 76.3 79.0 81.2 83.0 84.5 85.7 86.8

18" S 818 745 688 642 605 574 547 52418 G' 69.0 71.4 73.2 74.5 75.5 76.3 76.8 77.2

0.0474" 24" S 763 690 633 587 549 518 491 468G' 66.6 68.4 69.6 70.4 70.8 71.1 71.2 71.2

30" S 730 657 599 553 516 484 458 435G' 64.9 66.3 67.1 67.5 67.6 67.6 67.4 67.1

36" S 708 634 577 531 493 462 435 412G' 63.7 64.8 65.3 65.4 65.3 65.0 64.6 64.1

6" S 1589 1499 1428 1372 1325 1286 1253 1225G' 116.9 122.3 126.8 130.6 133.8 136.5 138.9 141.0

12" S 1183 1090 1017 959 911 871 837 808G' 103.3 106.2 108.3 109.9 111.1 112.0 112.7 113.3

18" S 1045 951 878 819 771 731 697 66816 G' 96.4 97.9 98.8 99.2 99.4 99.4 99.2 99.0

0.0598" 24" S 975 881 808 749 701 661 626 597G' 92.2 92.9 93.0 92.7 92.3 91.7 91.0 90.3

30" S 934 839 766 707 659 618 584 555G' 89.4 89.5 89.1 88.3 87.4 86.5 85.5 84.4

36" S 906 811 738 679 630 590 556 526G' 87.3 87.1 86.3 85.2 84.0 82.7 81.5 80.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Table 43Versa-Dek® S ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION:

Calculations are based on a ''Single Span Condition''.

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 51 of 77

Page 52: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1072 1049 1032 1018 915* 769* 656* 565*G' 34.8 38.4 41.7 44.8 47.8 50.5 53.0 55.5

12" S 868 840 818 801 786 769* 656* 565*G' 33.5 36.7 39.6 42.3 44.8 47.2 49.3 51.4

18" S 708 676 651 630 613 599 586 565*22 G' 32.5 35.4 38.0 40.5 42.7 44.7 46.6 48.3

0.0295" 24" S 619 585 558 536 518 503 490 479G' 31.7 34.4 36.8 39.0 41.0 42.8 44.4 45.9

30" S 563 528 500 477 459 443 430 418G' 31.1 33.7 35.9 37.9 39.6 41.2 42.6 43.9

36" S 524 489 460 437 418 402 389 377G' 30.7 33.0 35.1 36.9 38.5 39.9 41.2 42.3

6" S 1314 1286 1264 1247 1222* 1027* 875* 755*G' 51.8 56.6 61.0 65.0 68.8 72.2 75.4 78.4

12" S 1063 1030 1003 981 962 947 875* 755*G' 49.1 53.2 57.0 60.3 63.4 66.2 68.8 71.1

18" S 867 828 797 772 751 733 718 70520 G' 47.2 50.8 54.1 56.9 59.5 61.8 63.9 65.8

0.0358" 24" S 758 717 684 657 635 616 600 587G' 45.7 49.0 51.9 54.3 56.5 58.5 60.2 61.8

30" S 690 647 612 585 562 543 527 513G' 44.6 47.6 50.1 52.3 54.2 55.9 57.3 58.6

36" S 643 599 564 536 512 493 476 462G' 43.8 46.5 48.8 50.7 52.3 53.8 55.0 56.1

6" S 1769 1732 1703 1680 1660 1560* 1330* 1147*G' 88.6 95.4 101.4 106.8 111.7 116.1 120.1 123.8

12" S 1432 1387 1351 1321 1297 1276 1258 1147*G' 81.9 87.3 92.0 96.1 99.8 103.0 105.9 108.5

18" S 1168 1115 1074 1040 1012 988 968 95018 G' 77.3 81.8 85.5 88.8 91.6 94.0 96.1 98.0

0.0474" 24" S 1021 965 921 885 855 830 809 790G' 74.0 77.7 80.8 83.4 85.6 87.4 89.0 90.4

30" S 929 871 825 788 757 731 709 690G' 71.5 74.7 77.2 79.3 81.0 82.4 83.6 84.6

36" S 865 806 759 721 690 664 642 622G' 69.6 72.3 74.4 76.1 77.4 78.4 79.3 80.0

6" S 2273 2225 2188 2158 2133 2113 1879* 1621*G' 132.9 141.2 148.4 154.7 160.2 165.2 169.6 173.6

12" S 1840 1782 1735 1697 1666 1639 1616 1597G' 119.8 125.8 130.9 135.2 139.0 142.2 145.1 147.6

18" S 1501 1433 1379 1336 1300 1269 1243 122116 G' 111.2 115.8 119.4 122.5 125.1 127.2 129.1 130.7

0.0598" 24" S 1312 1240 1183 1137 1098 1066 1039 1015G' 105.2 108.7 111.4 113.5 115.2 116.6 117.8 118.8

30" S 1193 1119 1060 1012 973 939 911 887G' 100.8 103.4 105.4 106.8 107.9 108.8 109.4 109.9

36" S 1112 1036 976 927 887 853 824 799G' 97.3 99.3 100.7 101.6 102.3 102.7 102.9 103.1

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1272 1224 1187 1108* 915* 769* 656* 565*G' 34.9 38.5 41.8 45.0 47.9 50.6 53.2 55.6

12" S 1049 1001 964 934 910 769* 656* 565*G' 33.7 37.0 39.9 42.7 45.2 47.6 49.7 51.8

18" S 849 800 761 730 704 683 656* 565*22 G' 32.9 35.9 38.6 41.0 43.3 45.3 47.2 49.0

0.0295" 24" S 746 696 657 625 599 577 558 542G' 32.3 35.1 37.6 39.8 41.8 43.7 45.3 46.8

30" S 684 633 593 561 534 512 494 478G' 31.8 34.5 36.8 38.9 40.7 42.3 43.8 45.2

36" S 641 590 550 518 491 469 450 434G' 31.5 34.0 36.2 38.1 39.8 41.3 42.6 43.8

6" S 1558 1500 1454 1418 1222* 1027* 875* 755*G' 52.0 56.8 61.2 65.3 69.0 72.5 75.7 78.7

12" S 1285 1227 1181 1145 1115 1027* 875* 755*G' 49.6 53.8 57.6 61.0 64.1 66.9 69.5 71.8

18" S 1041 980 933 894 863 837 814 755*20 G' 48.0 51.7 55.0 58.0 60.6 63.0 65.1 67.0

0.0358" 24" S 914 853 804 765 733 707 684 664G' 46.8 50.2 53.2 55.8 58.0 60.0 61.8 63.4

30" S 838 775 726 687 655 628 605 585G' 46.0 49.1 51.8 54.1 56.1 57.8 59.3 60.6

36" S 786 723 674 634 602 575 552 532G' 45.3 48.2 50.7 52.7 54.5 56.0 57.3 58.4

6" S 2099 2021 1959 1910 1857* 1560* 1330* 1147*G' 89.1 95.9 102.0 107.4 112.3 116.7 120.7 124.4

12" S 1731 1653 1592 1542 1502 1468 1330* 1147*G' 83.1 88.6 93.4 97.5 101.2 104.5 107.4 110.0

18" S 1402 1320 1256 1205 1162 1127 1097 107118 G' 79.2 83.8 87.7 91.0 93.8 96.3 98.5 100.4

0.0474" 24" S 1232 1149 1084 1031 988 952 921 895G' 76.5 80.4 83.7 86.3 88.6 90.5 92.1 93.5

30" S 1128 1044 978 925 882 846 815 788G' 74.5 77.9 80.6 82.8 84.6 86.1 87.3 88.3

36" S 1059 974 908 854 811 774 743 717G' 73.0 76.0 78.3 80.1 81.5 82.6 83.5 84.2

6" S 2697 2596 2517 2454 2403 2206* 1879* 1621*G' 133.8 142.2 149.4 155.7 161.2 166.2 170.6 174.6

12" S 2223 2123 2045 1981 1929 1886 1848 1621*G' 122.1 128.2 133.4 137.7 141.5 144.7 147.6 150.1

18" S 1801 1696 1614 1548 1493 1448 1409 137616 G' 114.8 119.5 123.2 126.3 128.9 131.0 132.8 134.4

0.0598" 24" S 1583 1476 1392 1325 1269 1223 1184 1150G' 109.8 113.4 116.2 118.4 120.1 121.5 122.6 123.5

30" S 1450 1342 1257 1189 1133 1086 1047 1013G' 106.1 109.0 111.1 112.6 113.7 114.5 115.1 115.5

36" S 1360 1251 1166 1098 1042 995 955 921G' 103.3 105.6 107.2 108.2 108.8 109.1 109.3 109.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

FACTOR

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

Table 44Versa-Dek® S ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 52 of 77

Page 53: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 627 602 582 565 552 540 531 522G' 34.5 37.7 40.5 43.2 45.6 47.8 49.9 51.8

12" S 446 417 395 377 362 350 339 330G' 32.2 34.8 37.0 39.0 40.8 42.3 43.8 45.1

18" S 381 352 329 311 296 283 272 26322 G' 30.8 33.0 34.8 36.4 37.7 38.9 40.0 40.9

0.0295" 24" S 348 319 296 277 262 249 238 229G' 29.9 31.7 33.3 34.6 35.6 36.6 37.3 38.0

30" S 328 299 275 257 241 228 218 208G' 29.2 30.8 32.2 33.2 34.1 34.8 35.4 35.9

36" S 315 285 262 243 228 215 204 194G' 28.7 30.2 31.3 32.3 33.0 33.5 34.0 34.3

6" S 764 733 708 688 671 658 646 635G' 50.1 54.1 57.6 60.8 63.6 66.2 68.6 70.7

12" S 544 509 481 459 441 426 413 402G' 45.8 48.7 51.2 53.4 55.3 57.0 58.4 59.7

18" S 465 429 401 379 360 345 332 32020 G' 43.3 45.6 47.4 49.0 50.3 51.4 52.4 53.2

0.0358" 24" S 425 389 361 338 319 304 290 279G' 41.6 43.5 44.9 46.1 47.0 47.7 48.3 48.8

30" S 401 365 336 313 294 279 265 254G' 40.4 41.9 43.1 44.0 44.6 45.1 45.5 45.7

36" S 385 348 320 297 278 262 249 237G' 39.5 40.8 41.8 42.4 42.8 43.1 43.3 43.4

6" S 1019 977 943 916 894 875 859 845G' 82.0 86.9 91.2 94.9 98.1 101.0 103.5 105.8

12" S 726 679 642 613 588 568 550 535G' 72.3 75.4 77.9 80.0 81.7 83.1 84.3 85.4

18" S 622 574 536 506 481 460 442 42718 G' 66.9 68.9 70.4 71.6 72.4 73.1 73.6 74.0

0.0474" 24" S 569 520 482 452 427 405 388 372G' 63.5 64.8 65.7 66.2 66.5 66.7 66.8 66.8

30" S 537 488 450 419 394 372 354 339G' 61.1 61.9 62.4 62.5 62.5 62.3 62.1 61.8

36" S 516 466 428 397 372 350 332 317G' 59.3 59.8 59.9 59.8 59.4 59.1 58.6 58.1

6" S 1295 1241 1198 1163 1134 1110 1089 1072G' 117.9 123.1 127.5 131.2 134.4 137.1 139.5 141.7

12" S 924 864 817 779 748 721 699 680G' 100.7 103.2 105.2 106.7 107.9 108.8 109.6 110.2

18" S 793 731 683 644 612 585 563 54316 G' 91.5 92.6 93.3 93.7 93.8 93.9 93.8 93.7

0.0598" 24" S 726 664 615 576 543 516 493 474G' 85.8 86.1 85.9 85.6 85.1 84.6 84.1 83.5

30" S 686 623 574 534 502 475 452 432G' 82.0 81.6 80.9 80.1 79.2 78.3 77.5 76.6

36" S 659 596 546 507 474 447 424 404G' 79.2 78.3 77.3 76.1 74.9 73.8 72.7 71.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 764 722 689 662 641 622 607 559*G' 34.9 38.1 41.0 43.7 46.1 48.4 50.5 52.4

12" S 564 520 487 459 437 418 403 389G' 33.1 35.8 38.1 40.2 42.0 43.7 45.1 46.5

18" S 496 452 418 391 368 349 333 32022 G' 32.1 34.4 36.4 38.1 39.6 40.8 42.0 42.9

0.0295" 24" S 462 418 384 356 333 315 299 285G' 31.4 33.5 35.3 36.7 37.9 39.0 39.8 40.6

30" S 441 397 363 335 313 294 278 264G' 31.0 32.9 34.5 35.7 36.8 37.6 38.3 38.9

36" S 427 383 349 321 299 280 264 250G' 30.6 32.4 33.9 35.0 35.9 36.6 37.2 37.6

6" S 930 879 839 806 780 758 739 723G' 50.9 54.9 58.5 61.7 64.6 67.2 69.6 71.8

12" S 688 635 593 560 533 510 491 474G' 47.4 50.5 53.2 55.5 57.4 59.2 60.7 62.0

18" S 606 552 510 477 449 426 407 39020 G' 45.5 48.1 50.2 51.9 53.3 54.5 55.5 56.4

0.0358" 24" S 564 510 468 435 407 384 364 348G' 44.3 46.5 48.3 49.6 50.7 51.5 52.2 52.7

30" S 539 485 443 409 382 359 339 322G' 43.5 45.4 46.9 48.0 48.8 49.4 49.8 50.1

36" S 522 468 426 393 365 342 322 305G' 42.9 44.6 45.9 46.8 47.4 47.8 48.1 48.2

6" S 1242 1172 1118 1074 1039 1009 983 962G' 83.8 88.8 93.2 96.9 100.1 103.0 105.6 107.8

12" S 920 849 793 748 711 681 654 632G' 75.9 79.2 81.9 84.0 85.7 87.2 88.4 89.4

18" S 811 739 683 637 600 569 543 52118 G' 71.8 74.1 75.8 77.0 77.9 78.6 79.1 79.5

0.0474" 24" S 756 684 627 582 545 514 487 465G' 69.2 70.9 72.0 72.7 73.1 73.3 73.3 73.2

30" S 723 650 594 548 511 480 454 431G' 67.4 68.7 69.4 69.7 69.7 69.6 69.3 69.0

36" S 701 628 572 526 489 458 431 409G' 66.2 67.1 67.5 67.5 67.3 66.9 66.4 65.8

6" S 1579 1490 1421 1365 1319 1280 1248 1220G' 121.2 126.6 131.0 134.7 137.8 140.5 142.8 144.9

12" S 1174 1082 1010 953 905 866 832 804G' 107.0 109.7 111.7 113.1 114.3 115.1 115.7 116.2

18" S 1036 943 871 813 765 726 692 66316 G' 99.7 101.0 101.8 102.1 102.1 102.0 101.8 101.5

0.0598" 24" S 966 873 801 743 695 655 622 593G' 95.3 95.8 95.7 95.3 94.8 94.1 93.3 92.5

30" S 925 831 759 701 653 613 579 550G' 92.3 92.3 91.7 90.8 89.8 88.7 87.6 86.5

36" S 897 803 731 672 625 585 551 522G' 90.2 89.7 88.8 87.6 86.2 84.9 83.5 82.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE

Table 45Versa-Dek® LS

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 53 of 77

Page 54: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1072 1049 1032 1018 906* 761* 649* 559*G' 36.8 40.5 43.9 47.1 50.1 52.9 55.5 58.0

12" S 856 830 809 792 777 761* 649* 559*G' 35.3 38.6 41.6 44.4 47.0 49.4 51.6 53.6

18" S 697 666 642 622 606 592 580 559*22 G' 34.2 37.2 39.9 42.4 44.6 46.7 48.6 50.3

0.0295" 24" S 608 575 550 528 511 496 484 473G' 33.4 36.2 38.6 40.8 42.8 44.6 46.3 47.7

30" S 552 518 491 470 452 437 424 413G' 32.8 35.3 37.6 39.6 41.4 43.0 44.4 45.7

36" S 514 479 452 430 411 396 383 372G' 32.2 34.7 36.7 38.6 40.2 41.6 42.9 44.0

6" S 1314 1286 1264 1247 1209* 1016* 866* 747*G' 54.5 59.4 63.9 68.0 71.8 75.4 78.6 81.6

12" S 1049 1017 991 970 952 938 866* 747*G' 51.5 55.8 59.6 63.0 66.1 68.9 71.5 73.9

18" S 854 816 786 762 742 725 710 69820 G' 49.5 53.2 56.5 59.4 62.0 64.3 66.4 68.3

0.0358" 24" S 745 705 673 647 626 608 593 580G' 47.9 51.3 54.1 56.6 58.8 60.8 62.5 64.0

30" S 676 635 602 575 553 535 519 506G' 46.7 49.7 52.3 54.5 56.4 58.0 59.4 60.7

36" S 629 587 553 526 504 485 469 455G' 45.8 48.5 50.8 52.7 54.4 55.8 57.0 58.0

6" S 1769 1732 1703 1680 1660 1545* 1316* 1135*G' 92.6 99.5 105.6 111.0 115.9 120.3 124.3 128.0

12" S 1413 1369 1335 1306 1283 1263 1246 1135*G' 85.4 90.9 95.6 99.7 103.3 106.6 109.4 112.0

18" S 1150 1099 1059 1026 999 977 957 94018 G' 80.6 85.0 88.8 92.0 94.7 97.1 99.2 101.1

0.0474" 24" S 1004 950 907 872 843 819 799 781G' 77.1 80.8 83.8 86.3 88.4 90.2 91.8 93.1

30" S 911 855 811 775 745 721 699 681G' 74.4 77.5 80.0 82.0 83.6 85.0 86.1 87.1

36" S 848 791 745 709 679 653 632 613G' 72.3 75.0 77.0 78.6 79.9 80.9 81.7 82.3

6" S 2273 2225 2188 2158 2133 2113 1860* 1604*G' 138.1 146.4 153.6 159.8 165.3 170.2 174.6 178.5

12" S 1815 1759 1715 1678 1648 1623 1601 1582G' 124.2 130.2 135.3 139.5 143.2 146.4 149.2 151.7

18" S 1478 1412 1361 1319 1284 1255 1230 120816 G' 115.3 119.7 123.3 126.3 128.7 130.8 132.6 134.2

0.0598" 24" S 1289 1220 1165 1120 1083 1052 1026 1003G' 108.9 112.3 114.9 116.9 118.5 119.9 121.0 121.9

30" S 1171 1099 1042 996 958 926 898 875G' 104.3 106.8 108.6 110.0 111.0 111.7 112.3 112.8

36" S 1089 1016 958 911 872 839 811 788G' 100.7 102.5 103.8 104.6 105.1 105.4 105.6 105.7

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1272 1224 1187 1096* 906* 761* 649* 559*G' 36.9 40.6 44.0 47.2 50.2 53.1 55.7 58.1

12" S 1043 997 960 930 906* 761* 649* 559*G' 35.6 38.9 42.0 44.8 47.4 49.8 52.0 54.1

18" S 845 796 757 727 701 680 649* 559*22 G' 34.7 37.7 40.5 43.0 45.3 47.4 49.3 51.1

0.0295" 24" S 742 692 653 622 596 574 556 540G' 34.0 36.9 39.4 41.7 43.7 45.6 47.3 48.8

30" S 679 629 589 558 532 510 491 475G' 33.5 36.2 38.6 40.7 42.5 44.2 45.7 47.0

36" S 637 586 547 515 489 467 448 432G' 33.1 35.7 37.9 39.8 41.6 43.0 44.4 45.6

6" S 1558 1500 1454 1418 1209* 1016* 866* 747*G' 54.7 59.6 64.2 68.3 72.1 75.6 78.9 81.9

12" S 1278 1221 1176 1140 1110 1016* 866* 747*G' 52.1 56.4 60.2 63.7 66.8 69.7 72.3 74.6

18" S 1035 975 928 890 859 833 811 747*20 G' 50.4 54.2 57.5 60.5 63.1 65.5 67.6 69.5

0.0358" 24" S 909 848 800 761 730 703 681 662G' 49.1 52.6 55.5 58.1 60.4 62.4 64.2 65.8

30" S 832 770 722 683 651 625 602 582G' 48.2 51.3 54.0 56.3 58.3 60.0 61.5 62.8

36" S 780 718 670 631 598 572 549 529G' 47.4 50.4 52.8 54.9 56.6 58.1 59.4 60.5

6" S 2099 2021 1959 1910 1838* 1545* 1316* 1135*G' 93.1 100.0 106.1 111.6 116.5 120.9 124.9 128.6

12" S 1721 1645 1584 1536 1496 1462 1316* 1135*G' 86.7 92.3 97.0 101.2 104.9 108.1 111.0 113.6

18" S 1394 1313 1250 1199 1157 1122 1093 106718 G' 82.6 87.2 91.0 94.3 97.1 99.5 101.6 103.5

0.0474" 24" S 1224 1142 1078 1026 983 948 917 891G' 79.7 83.6 86.8 89.4 91.6 93.4 95.0 96.3

30" S 1121 1038 973 920 877 841 811 785G' 77.6 81.0 83.6 85.7 87.4 88.8 90.0 90.9

36" S 1051 968 902 849 806 770 739 713G' 75.9 78.9 81.1 82.9 84.2 85.3 86.1 86.7

6" S 2697 2596 2517 2454 2403 2183* 1860* 1604*G' 139.1 147.4 154.6 160.9 166.4 171.3 175.6 179.5

12" S 2212 2113 2035 1973 1921 1878 1842 1604*G' 126.7 132.8 137.9 142.1 145.8 149.0 151.8 154.2

18" S 1791 1687 1606 1541 1487 1442 1404 137116 G' 119.0 123.6 127.3 130.2 132.7 134.8 136.5 138.0

0.0598" 24" S 1573 1467 1384 1318 1263 1217 1178 1145G' 113.7 117.2 119.9 122.0 123.6 124.9 125.9 126.8

30" S 1440 1333 1250 1182 1127 1081 1042 1008G' 109.9 112.6 114.6 116.0 117.0 117.7 118.2 118.5

36" S 1351 1243 1159 1091 1036 989 950 916G' 107.0 109.1 110.5 111.4 111.9 112.1 112.2 112.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

FACTOR

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

Table 46Versa-Dek® LS

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 54 of 77

Page 55: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 638 611 590 573 559 547 537 528G' 32.8 35.8 38.6 41.2 43.5 45.7 47.8 49.6

12" S 456 427 404 385 369 356 345 336G' 30.7 33.1 35.3 37.3 39.0 40.6 42.0 43.3

18" S 392 362 338 318 303 289 278 26822 G' 29.4 31.5 33.3 34.8 36.2 37.4 38.4 39.4

0.0295" 24" S 359 328 304 285 269 255 244 234G' 28.5 30.3 31.8 33.1 34.2 35.2 36.0 36.7

30" S 339 308 284 264 248 235 223 214G' 27.9 29.5 30.8 31.9 32.8 33.5 34.2 34.7

36" S 326 295 270 251 235 221 210 200G' 27.4 28.9 30.0 31.0 31.7 32.3 32.8 33.2

6" S 777 745 719 698 680 666 653 643G' 47.7 51.6 55.1 58.2 61.1 63.6 66.0 68.1

12" S 557 520 492 469 450 434 420 409G' 43.8 46.7 49.2 51.3 53.2 54.9 56.4 57.7

18" S 478 441 412 388 369 353 339 32720 G' 41.4 43.7 45.6 47.2 48.5 49.6 50.6 51.4

0.0358" 24" S 438 401 371 347 328 311 298 286G' 39.8 41.7 43.2 44.4 45.3 46.1 46.8 47.3

30" S 414 376 347 323 303 287 273 261G' 38.7 40.3 41.5 42.4 43.1 43.6 44.0 44.3

36" S 398 360 330 306 286 270 256 244G' 37.9 39.2 40.2 40.9 41.4 41.7 41.9 42.1

6" S 1037 992 957 929 906 886 869 855G' 78.7 83.6 87.8 91.5 94.8 97.7 100.3 102.6

12" S 744 695 656 625 600 578 560 545G' 69.6 72.7 75.2 77.3 79.1 80.6 81.8 82.9

18" S 640 590 550 519 493 471 452 43618 G' 64.5 66.5 68.1 69.3 70.2 71.0 71.5 72.0

0.0474" 24" S 587 536 496 464 438 416 397 381G' 61.2 62.6 63.6 64.2 64.6 64.8 65.0 65.0

30" S 555 504 464 432 405 383 364 348G' 58.9 59.9 60.4 60.6 60.6 60.6 60.4 60.2

36" S 533 482 442 410 383 361 342 326G' 57.3 57.8 58.0 58.0 57.7 57.4 57.0 56.6

6" S 1318 1261 1216 1179 1149 1124 1102 1084G' 113.7 119.0 123.5 127.3 130.5 133.3 135.8 137.9

12" S 947 884 835 795 762 735 712 692G' 97.3 100.0 102.1 103.6 104.9 105.9 106.8 107.5

18" S 816 752 701 660 627 599 575 55516 G' 88.6 89.9 90.6 91.1 91.3 91.5 91.5 91.4

0.0598" 24" S 749 684 633 592 558 530 506 485G' 83.2 83.5 83.5 83.3 82.9 82.5 82.0 81.5

30" S 709 643 592 551 517 488 464 444G' 79.4 79.2 78.7 78.0 77.2 76.4 75.6 74.8

36" S 682 616 564 523 489 460 436 416G' 76.7 76.1 75.2 74.1 73.0 72.0 70.9 70.0

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 768 726 692 666 644 625 610 561*G' 33.1 36.2 39.1 41.7 44.1 46.3 48.3 50.2

12" S 568 524 490 462 440 421 405 391G' 31.5 34.1 36.4 38.4 40.2 41.9 43.3 44.7

18" S 500 456 421 394 371 352 336 32222 G' 30.5 32.8 34.8 36.4 37.9 39.2 40.3 41.3

0.0295" 24" S 466 422 387 359 336 317 301 287G' 29.9 32.0 33.7 35.2 36.4 37.4 38.3 39.1

30" S 445 401 366 338 315 296 280 266G' 29.5 31.4 33.0 34.2 35.3 36.2 36.9 37.5

36" S 432 387 352 324 301 282 266 252G' 29.2 31.0 32.4 33.6 34.5 35.2 35.8 36.3

6" S 936 884 843 810 784 761 742 725G' 48.5 52.4 55.9 59.1 62.0 64.6 66.9 69.1

12" S 693 640 598 564 536 513 493 477G' 45.3 48.4 51.0 53.3 55.2 57.0 58.5 59.8

18" S 611 557 514 480 452 429 409 39220 G' 43.5 46.1 48.2 49.9 51.4 52.6 53.6 54.5

0.0358" 24" S 569 515 472 438 410 387 367 350G' 42.4 44.6 46.3 47.7 48.8 49.7 50.4 51.0

30" S 544 490 447 413 385 362 342 325G' 41.6 43.6 45.1 46.2 47.1 47.7 48.2 48.5

36" S 528 473 430 396 368 345 325 308G' 41.0 42.8 44.1 45.1 45.8 46.2 46.5 46.7

6" S 1249 1179 1124 1080 1044 1013 988 965G' 80.4 85.4 89.7 93.5 96.7 99.6 102.2 104.5

12" S 927 855 798 753 716 685 658 636G' 73.0 76.3 79.0 81.2 83.0 84.5 85.7 86.8

18" S 818 745 688 642 605 574 547 52418 G' 69.0 71.4 73.2 74.5 75.5 76.3 76.8 77.2

0.0474" 24" S 763 690 633 587 549 518 491 468G' 66.6 68.4 69.6 70.4 70.8 71.1 71.2 71.2

30" S 730 657 599 553 516 484 458 435G' 64.9 66.3 67.1 67.5 67.6 67.6 67.4 67.1

36" S 708 634 577 531 493 462 435 412G' 63.7 64.8 65.3 65.4 65.3 65.0 64.6 64.1

6" S 1589 1499 1428 1372 1325 1286 1253 1225G' 116.9 122.3 126.8 130.6 133.8 136.5 138.9 141.0

12" S 1183 1090 1017 959 911 871 837 808G' 103.3 106.2 108.3 109.9 111.1 112.0 112.7 113.3

18" S 1045 951 878 819 771 731 697 66816 G' 96.4 97.9 98.8 99.2 99.4 99.4 99.2 99.0

0.0598" 24" S 975 881 808 749 701 661 626 597G' 92.2 92.9 93.0 92.7 92.3 91.7 91.0 90.3

30" S 934 839 766 707 659 618 584 555G' 89.4 89.5 89.1 88.3 87.4 86.5 85.5 84.4

36" S 906 811 738 679 630 590 556 526G' 87.3 87.1 86.3 85.2 84.0 82.7 81.5 80.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE

Table 47Versa-Dek® LS ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 55 of 77

Page 56: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1072 1049 1032 1018 908* 763* 650* 561*G' 34.8 38.4 41.7 44.8 47.8 50.5 53.0 55.5

12" S 868 840 818 801 786 763* 650* 561*G' 33.5 36.7 39.6 42.3 44.8 47.2 49.3 51.4

18" S 708 676 651 630 613 599 586 561*22 G' 32.5 35.4 38.0 40.5 42.7 44.7 46.6 48.3

0.0295" 24" S 619 585 558 536 518 503 490 479G' 31.7 34.4 36.8 39.0 41.0 42.8 44.4 45.9

30" S 563 528 500 477 459 443 430 418G' 31.1 33.7 35.9 37.9 39.6 41.2 42.6 43.9

36" S 524 489 460 437 418 402 389 377G' 30.7 33.0 35.1 36.9 38.5 39.9 41.2 42.3

6" S 1314 1286 1264 1247 1212* 1018* 868* 748*G' 51.8 56.6 61.0 65.0 68.8 72.2 75.4 78.4

12" S 1063 1030 1003 981 962 947 868* 748*G' 49.1 53.2 57.0 60.3 63.4 66.2 68.8 71.1

18" S 867 828 797 772 751 733 718 70520 G' 47.2 50.8 54.1 56.9 59.5 61.8 63.9 65.8

0.0358" 24" S 758 717 684 657 635 616 600 587G' 45.7 49.0 51.9 54.3 56.5 58.5 60.2 61.8

30" S 690 647 612 585 562 543 527 513G' 44.6 47.6 50.1 52.3 54.2 55.9 57.3 58.6

36" S 643 599 564 536 512 493 476 462G' 43.8 46.5 48.8 50.7 52.3 53.8 55.0 56.1

6" S 1769 1732 1703 1680 1660 1547* 1319* 1137*G' 88.6 95.4 101.4 106.8 111.7 116.1 120.1 123.8

12" S 1432 1387 1351 1321 1297 1276 1258 1137*G' 81.9 87.3 92.0 96.1 99.8 103.0 105.9 108.5

18" S 1168 1115 1074 1040 1012 988 968 95018 G' 77.3 81.8 85.5 88.8 91.6 94.0 96.1 98.0

0.0474" 24" S 1021 965 921 885 855 830 809 790G' 74.0 77.7 80.8 83.4 85.6 87.4 89.0 90.4

30" S 929 871 825 788 757 731 709 690G' 71.5 74.7 77.2 79.3 81.0 82.4 83.6 84.6

36" S 865 806 759 721 690 664 642 622G' 69.6 72.3 74.4 76.1 77.4 78.4 79.3 80.0

6" S 2273 2225 2188 2158 2133 2113 1863* 1607*G' 132.9 141.2 148.4 154.7 160.2 165.2 169.6 173.6

12" S 1840 1782 1735 1697 1666 1639 1616 1597G' 119.8 125.8 130.9 135.2 139.0 142.2 145.1 147.6

18" S 1501 1433 1379 1336 1300 1269 1243 122116 G' 111.2 115.8 119.4 122.5 125.1 127.2 129.1 130.7

0.0598" 24" S 1312 1240 1183 1137 1098 1066 1039 1015G' 105.2 108.7 111.4 113.5 115.2 116.6 117.8 118.8

30" S 1193 1119 1060 1012 973 939 911 887G' 100.8 103.4 105.4 106.8 107.9 108.8 109.4 109.9

36" S 1112 1036 976 927 887 853 824 799G' 97.3 99.3 100.7 101.6 102.3 102.7 102.9 103.1

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 1272 1224 1187 1098* 908* 763* 650* 561*G' 34.9 38.5 41.8 45.0 47.9 50.6 53.2 55.6

12" S 1049 1001 964 934 908* 763* 650* 561*G' 33.7 37.0 39.9 42.7 45.2 47.6 49.7 51.8

18" S 849 800 761 730 704 683 650* 561*22 G' 32.9 35.9 38.6 41.0 43.3 45.3 47.2 49.0

0.0295" 24" S 746 696 657 625 599 577 558 542G' 32.3 35.1 37.6 39.8 41.8 43.7 45.3 46.8

30" S 684 633 593 561 534 512 494 478G' 31.8 34.5 36.8 38.9 40.7 42.3 43.8 45.2

36" S 641 590 550 518 491 469 450 434G' 31.5 34.0 36.2 38.1 39.8 41.3 42.6 43.8

6" S 1558 1500 1454 1418 1212* 1018* 868* 748*G' 52.0 56.8 61.2 65.3 69.0 72.5 75.7 78.7

12" S 1285 1227 1181 1145 1115 1018* 868* 748*G' 49.6 53.8 57.6 61.0 64.1 66.9 69.5 71.8

18" S 1041 980 933 894 863 837 814 748*20 G' 48.0 51.7 55.0 58.0 60.6 63.0 65.1 67.0

0.0358" 24" S 914 853 804 765 733 707 684 664G' 46.8 50.2 53.2 55.8 58.0 60.0 61.8 63.4

30" S 838 775 726 687 655 628 605 585G' 46.0 49.1 51.8 54.1 56.1 57.8 59.3 60.6

36" S 786 723 674 634 602 575 552 532G' 45.3 48.2 50.7 52.7 54.5 56.0 57.3 58.4

6" S 2099 2021 1959 1910 1841* 1547* 1319* 1137*G' 89.1 95.9 102.0 107.4 112.3 116.7 120.7 124.4

12" S 1731 1653 1592 1542 1502 1468 1319* 1137*G' 83.1 88.6 93.4 97.5 101.2 104.5 107.4 110.0

18" S 1402 1320 1256 1205 1162 1127 1097 107118 G' 79.2 83.8 87.7 91.0 93.8 96.3 98.5 100.4

0.0474" 24" S 1232 1149 1084 1031 988 952 921 895G' 76.5 80.4 83.7 86.3 88.6 90.5 92.1 93.5

30" S 1128 1044 978 925 882 846 815 788G' 74.5 77.9 80.6 82.8 84.6 86.1 87.3 88.3

36" S 1059 974 908 854 811 774 743 717G' 73.0 76.0 78.3 80.1 81.5 82.6 83.5 84.2

6" S 2697 2596 2517 2454 2403 2187* 1863* 1607*G' 133.8 142.2 149.4 155.7 161.2 166.2 170.6 174.6

12" S 2223 2123 2045 1981 1929 1886 1848 1607*G' 122.1 128.2 133.4 137.7 141.5 144.7 147.6 150.1

18" S 1801 1696 1614 1548 1493 1448 1409 137616 G' 114.8 119.5 123.2 126.3 128.9 131.0 132.8 134.4

0.0598" 24" S 1583 1476 1392 1325 1269 1223 1184 1150G' 109.8 113.4 116.2 118.4 120.1 121.5 122.6 123.5

30" S 1450 1342 1257 1189 1133 1086 1047 1013G' 106.1 109.0 111.1 112.6 113.7 114.5 115.1 115.5

36" S 1360 1251 1166 1098 1042 995 955 921G' 103.3 105.6 107.2 108.2 108.8 109.1 109.3 109.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE

Table 48Versa-Dek® LS ES

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 56 of 77

Page 57: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 689 652 626 607 593 582 573 566G' 12.9 15.7 18.2 20.7 23.0 25.2 27.2 29.2

12" S 481 438 408 386 370 358 347 339G' 12.6 15.1 17.4 19.6 21.6 23.4 25.1 26.8

18" S 405 360 329 307 290 277 266 25820 G' 12.3 14.7 16.8 18.7 20.5 22.1 23.6 24.9

0.0358 24" S 366 320 288 266 249 236 225 216G' 12.1 14.3 16.3 18.1 19.7 21.1 22.4 23.5

30" S 342 295 264 241 224 211 200 191G' 12.0 14.1 15.9 17.6 19.0 20.3 21.4 22.4

36" S 326 279 247 225 208 194 183 175G' 11.9 13.9 15.7 17.2 18.5 19.6 20.6 21.5

6" S 807 763 733 711 694 681 670 662G' 18.4 22.1 25.6 28.8 31.8 34.7 37.3 39.8

12" S 564 513 478 453 433 418 406 397G' 17.7 21.1 24.1 26.8 29.3 31.6 33.7 35.6

18" S 475 422 386 359 340 324 312 30219 G' 17.2 20.3 23.0 25.4 27.5 29.4 31.1 32.7

0.0418 24" S 429 375 338 312 292 276 264 253G' 16.9 19.7 22.2 24.3 26.2 27.8 29.2 30.5

30" S 401 347 310 283 263 247 235 224G' 16.7 19.3 21.6 23.5 25.1 26.5 27.7 28.8

36" S 383 328 290 264 243 228 215 205G' 16.4 19.0 21.1 22.8 24.2 25.4 26.5 27.4

6" S 919 868 833 808 789 774 762 752G' 24.3 29.1 33.4 37.4 41.1 44.5 47.6 50.5

12" S 642 583 544 515 493 476 462 451G' 23.2 27.4 31.0 34.3 37.2 39.8 42.2 44.4

18" S 541 480 439 409 386 369 355 34318 G' 22.5 26.2 29.3 32.1 34.5 36.6 38.5 40.1

0.0474" 24" S 489 427 385 355 332 314 300 288G' 21.9 25.3 28.1 30.5 32.5 34.2 35.7 37.0

30" S 458 395 353 322 299 281 267 255G' 21.5 24.6 27.2 29.2 31.0 32.4 33.6 34.7

36" S 436 373 331 300 277 259 245 233G' 21.2 24.1 26.4 28.3 29.7 30.9 32.0 32.8

6" S 1168 1102 1057 1025 1000 981 965 952G' 40.1 47.2 53.4 59.0 64.0 68.5 72.6 76.3

12" S 817 742 690 653 625 603 586 571G' 37.5 43.3 48.1 52.3 55.9 59.1 61.9 64.3

18" S 690 611 558 520 491 468 450 43516 G' 35.8 40.7 44.6 47.9 50.6 52.9 54.9 56.6

0.0598" 24" S 624 544 490 452 422 399 381 366G' 34.6 38.8 42.1 44.7 46.8 48.6 50.0 51.2

30" S 584 504 449 410 381 358 339 324G' 33.7 37.5 40.2 42.4 44.0 45.3 46.4 47.2

36" S 557 476 422 383 353 330 311 296G' 33.0 36.4 38.8 40.5 41.8 42.8 43.6 44.2

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)#10 Screws G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 798 741 703 675 654 638 625 614G' 13.0 15.7 18.3 20.8 23.1 25.3 27.3 29.3

12" S 558 499 459 430 408 392 378 367G' 12.7 15.2 17.6 19.7 21.8 23.6 25.4 27.0

18" S 476 416 375 346 325 308 294 28320 G' 12.5 14.9 17.1 19.0 20.8 22.5 24.0 25.4

0.0358 24" S 435 374 333 304 282 265 252 241G' 12.3 14.6 16.7 18.5 20.1 21.6 22.9 24.1

30" S 410 349 308 279 257 240 226 215G' 12.2 14.4 16.4 18.1 19.6 20.9 22.1 23.2

36" S 393 332 291 262 240 223 209 198G' 12.1 14.3 16.2 17.8 19.2 20.4 21.5 22.4

6" S 935 868 823 790 766 747 731 719G' 18.5 22.2 25.7 28.9 32.0 34.8 37.5 39.9

12" S 655 585 537 504 478 458 443 430G' 17.9 21.3 24.4 27.2 29.7 32.0 34.1 36.1

18" S 559 488 440 406 380 360 344 33119 G' 17.5 20.7 23.5 25.9 28.1 30.1 31.8 33.4

0.0418 24" S 510 439 391 357 331 311 295 282G' 17.3 20.2 22.8 25.0 27.0 28.6 30.1 31.4

30" S 481 410 362 327 302 281 265 252G' 17.1 19.9 22.3 24.3 26.1 27.6 28.8 29.9

36" S 462 390 342 308 282 262 246 232G' 16.9 19.7 21.9 23.8 25.4 26.7 27.8 28.8

6" S 1063 987 935 898 870 848 831 816G' 24.4 29.2 33.6 37.6 41.3 44.7 47.8 50.8

12" S 746 665 612 573 544 521 503 488G' 23.5 27.7 31.5 34.8 37.7 40.4 42.8 45.0

18" S 637 556 501 462 433 410 392 37718 G' 22.9 26.8 30.1 32.9 35.4 37.5 39.5 41.2

0.0474" 24" S 582 500 446 406 377 354 336 321G' 22.5 26.1 29.1 31.5 33.7 35.5 37.0 38.4

30" S 549 467 412 373 343 321 302 287G' 22.2 25.6 28.3 30.5 32.4 33.9 35.2 36.3

36" S 526 445 390 351 321 298 280 265G' 22.0 25.2 27.7 29.7 31.4 32.7 33.8 34.7

6" S 1351 1252 1186 1138 1102 1074 1052 1033G' 40.4 47.5 53.8 59.4 64.4 69.0 73.1 76.8

12" S 949 846 777 728 690 661 638 619G' 38.2 44.1 49.1 53.3 57.0 60.2 63.0 65.5

18" S 812 708 638 588 550 521 498 47816 G' 36.8 42.0 46.1 49.5 52.3 54.7 56.7 58.4

0.0598" 24" S 742 638 568 518 480 451 427 408G' 35.9 40.5 44.0 46.8 49.0 50.8 52.3 53.5

30" S 701 596 526 475 438 408 385 365G' 35.3 39.4 42.5 44.8 46.6 48.0 49.1 49.9

36" S 673 568 497 447 409 380 356 337G' 34.7 38.6 41.3 43.3 44.8 45.8 46.6 47.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

Calculations are based on a ''Single Span Condition''.

GAGE

Table 49Versa-Dek® 3.5 LS

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

ESR-1169 | Most Widely Accepted and Trusted Page 57 of 77

Page 58: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 1222 1195 1178 1166 1156 1149 995* 822*G' 13.2 16.1 18.9 21.6 24.1 26.5 28.9 31.1

12" S 933 897 872 853 839 828 818 811G' 13.0 15.8 18.5 21.0 23.3 25.6 27.7 29.8

18" S 763 718 687 664 647 633 622 61320 G' 12.9 15.6 18.1 20.5 22.7 24.8 26.8 28.7

0.0358 24" S 664 614 580 555 537 522 510 500G' 12.7 15.3 17.8 20.0 22.1 24.1 26.0 27.7

30" S 600 548 512 486 466 450 438 428G' 12.6 15.2 17.5 19.7 21.7 23.5 25.2 26.9

36" S 555 501 464 438 417 401 388 378G' 12.5 15.0 17.3 19.3 21.3 23.0 24.6 26.1

6" S 1439 1408 1388 1373 1362 1354 1254* 1036*G' 19.0 23.0 26.8 30.4 33.8 37.1 40.2 43.1

12" S 1099 1056 1027 1005 988 975 964 955G' 18.6 22.4 26.0 29.3 32.5 35.4 38.2 40.8

18" S 899 846 809 783 762 746 733 72219 G' 18.3 21.9 25.3 28.4 31.3 34.0 36.5 38.8

0.0418 24" S 782 724 684 654 632 614 600 589G' 18.0 21.5 24.7 27.7 30.3 32.8 35.1 37.2

30" S 707 645 603 572 549 531 516 504G' 17.8 21.2 24.3 27.0 29.5 31.8 33.9 35.8

36" S 654 591 547 516 492 473 458 445G' 17.7 20.9 23.9 26.5 28.8 30.9 32.9 34.6

6" S 1646 1610 1587 1570 1558 1548 1513* 1250*G' 25.3 30.5 35.4 40.0 44.2 48.3 52.1 55.6

12" S 1257 1208 1174 1149 1130 1115 1103 1092G' 24.7 29.5 34.0 38.2 42.0 45.6 48.9 52.0

18" S 1028 967 926 895 871 853 838 82618 G' 24.2 28.8 32.9 36.7 40.2 43.4 46.4 49.1

0.0474" 24" S 894 828 782 748 723 703 686 673G' 23.8 28.1 32.1 35.6 38.7 41.6 44.3 46.7

30" S 808 738 689 654 628 607 590 576G' 23.5 27.6 31.3 34.6 37.5 40.1 42.5 44.6

36" S 748 675 626 590 562 541 523 509G' 23.2 27.2 30.7 33.7 36.4 38.8 41.0 42.9

6" S 2114 2069 2039 2017 2001 1989 1979 1768*G' 42.5 50.6 58.0 64.8 71.1 76.8 82.1 87.0

12" S 1614 1552 1508 1476 1452 1432 1416 1403G' 40.9 48.3 54.8 60.7 66.1 70.9 75.3 79.3

18" S 1321 1243 1189 1150 1119 1096 1076 106116 G' 39.7 46.5 52.4 57.6 62.2 66.3 70.0 73.4

0.0598" 24" S 1149 1063 1004 961 928 903 882 865G' 38.8 45.0 50.4 55.0 59.1 62.6 65.8 68.6

30" S 1038 948 886 841 806 779 758 740G' 38.0 43.8 48.7 52.9 56.5 59.6 62.4 64.8

36" S 961 868 804 757 722 694 672 654G' 37.4 42.9 47.4 51.2 54.4 57.1 59.5 61.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Weld G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 1375 1318 1280 1253 1233 1217 995* 822*G' 13.2 16.1 18.9 21.6 24.1 26.6 28.9 31.1

12" S 1125 1062 1019 987 964 945 930 822*G' 13.0 15.8 18.5 21.0 23.4 25.6 27.8 29.8

18" S 891 823 776 743 718 698 682 66920 G' 12.9 15.6 18.2 20.5 22.8 24.9 26.9 28.8

0.0358 24" S 767 697 650 615 590 570 553 540G' 12.8 15.4 17.9 20.2 22.3 24.3 26.1 27.9

30" S 692 620 572 537 511 491 475 461G' 12.7 15.3 17.7 19.8 21.9 23.7 25.5 27.1

36" S 641 568 520 485 459 438 422 408G' 12.6 15.2 17.5 19.6 21.5 23.3 24.9 26.4

6" S 1620 1553 1508 1476 1453 1434 1254* 1036*G' 19.0 23.0 26.8 30.5 33.9 37.1 40.2 43.1

12" S 1326 1251 1200 1163 1135 1114 1096 1036*G' 18.6 22.5 26.1 29.4 32.5 35.5 38.3 40.9

18" S 1049 969 915 875 846 823 804 78919 G' 18.4 22.0 25.4 28.6 31.5 34.2 36.7 39.0

0.0418 24" S 904 821 765 725 695 671 652 636G' 18.2 21.7 24.9 27.9 30.6 33.1 35.4 37.5

30" S 815 731 674 633 602 578 559 543G' 18.0 21.4 24.5 27.3 29.9 32.2 34.3 36.2

36" S 755 670 612 571 540 516 497 481G' 17.9 21.2 24.2 26.8 29.2 31.4 33.4 35.1

6" S 1852 1776 1725 1688 1661 1640 1513* 1250*G' 25.3 30.5 35.4 40.0 44.3 48.3 52.1 55.7

12" S 1516 1430 1372 1330 1298 1273 1253 1237G' 24.7 29.6 34.2 38.3 42.2 45.7 49.1 52.2

18" S 1200 1108 1046 1001 967 940 919 90218 G' 24.3 28.9 33.2 37.0 40.5 43.7 46.7 49.4

0.0474" 24" S 1034 939 875 829 794 767 745 728G' 24.0 28.4 32.4 35.9 39.1 42.1 44.7 47.1

30" S 932 835 771 724 689 661 639 621G' 23.7 28.0 31.7 35.0 38.0 40.7 43.1 45.2

36" S 863 766 700 653 618 590 568 550G' 23.5 27.6 31.2 34.3 37.1 39.5 41.7 43.7

6" S 2380 2281 2216 2169 2134 2107 2085 1768*G' 42.5 50.7 58.1 64.9 71.2 76.9 82.2 87.1

12" S 1948 1837 1763 1709 1668 1636 1610 1589G' 41.1 48.5 55.1 61.0 66.4 71.2 75.7 79.7

18" S 1542 1423 1343 1286 1242 1208 1181 115916 G' 40.1 46.9 52.8 58.1 62.8 66.9 70.6 74.0

0.0598" 24" S 1328 1206 1124 1065 1020 985 958 935G' 39.3 45.6 51.1 55.8 59.9 63.5 66.7 69.6

30" S 1197 1073 990 930 885 849 821 798G' 38.6 44.6 49.6 53.9 57.6 60.7 63.5 65.9

36" S 1108 984 899 839 793 758 729 706G' 38.1 43.8 48.4 52.3 55.6 58.4 60.9 63.0

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values , S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Fy = 40 ksi and Fu = 55 ksi* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

FACTOR

Calculations are based on a ''Single Span Condition''.

GAGE FACTOR

Table 50Versa-Dek® 3.5 LS

Allowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi) SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

SUPPORT CONNECTION: SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 58 of 77

Page 59: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 542 531 523 516 510 505 501 497G' 19.4 20.3 21.1 21.8 22.4 23.0 23.4 23.8

12" S 300 294 290 286 283 281 279 277G' 18.5 19.3 20.0 20.6 21.0 21.5 21.8 22.2

18" S 216 210 205 202 199 196 194 19222 G' 17.9 18.6 19.2 19.6 20.0 20.4 20.7 20.9

0.0295" 24" S 173 168 163 159 157 154 152 150G' 17.5 18.1 18.6 19.0 19.3 19.6 19.8 20.0

30" S 148 142 138 134 131 129 127 125G' 17.1 17.7 18.1 18.4 18.7 18.9 19.1 19.3

36" S 131 125 121 117 114 112 110 108G' 16.9 17.4 17.7 18.0 18.2 18.4 18.5 18.7

6" S 622 611 601 593 586 580 575 571G' 27.4 28.5 29.5 30.3 31.0 31.6 32.1 32.6

12" S 363 356 350 346 343 340 337 335G' 25.8 26.7 27.5 28.1 28.6 29.1 29.5 29.8

18" S 260 253 248 244 240 237 235 23320 G' 24.7 25.5 26.1 26.6 27.0 27.3 27.6 27.8

0.0358" 24" S 209 202 197 192 189 186 184 182G' 24.0 24.6 25.1 25.4 25.7 26.0 26.2 26.3

30" S 178 171 166 162 158 155 153 151G' 23.4 23.9 24.3 24.6 24.8 25.0 25.1 25.2

36" S 158 151 145 141 138 135 132 130G' 23.0 23.4 23.7 23.9 24.0 24.1 24.2 24.2

6" S 816 799 786 775 766 759 753 747G' 45.9 47.4 48.7 49.8 50.7 51.4 52.1 52.7

12" S 482 471 464 458 453 450 446 444G' 42.2 43.2 44.1 44.8 45.3 45.8 46.2 46.6

18" S 346 335 328 322 318 314 311 30818 G' 39.8 40.5 41.0 41.5 41.8 42.1 42.3 42.4

0.0474" 24" S 278 267 260 255 250 246 243 240G' 38.1 38.6 38.9 39.1 39.3 39.4 39.4 39.5

30" S 237 226 219 214 209 205 202 199G' 36.9 37.2 37.3 37.4 37.4 37.3 37.3 37.2

36" S 210 199 192 187 182 178 175 172G' 36.0 36.1 36.1 36.0 35.9 35.8 35.6 35.5

6" S 1017 995 978 965 954 945 937 930G' 73.7 75.7 77.4 78.9 80.0 81.0 81.9 82.7

12" S 609 595 585 578 572 567 563 559G' 65.4 66.5 67.4 68.1 68.7 69.1 69.5 69.8

18" S 438 424 413 406 401 396 392 38816 G' 60.3 60.9 61.2 61.5 61.6 61.7 61.8 61.8

0.0598" 24" S 353 338 328 321 315 310 306 303G' 57.0 57.1 57.1 57.0 56.8 56.6 56.5 56.3

30" S 301 287 277 269 264 259 255 251G' 54.6 54.4 54.1 53.7 53.3 53.0 52.6 52.3

36" S 267 253 242 235 229 225 221 217G' 52.8 52.3 51.8 51.2 50.7 50.2 49.7 49.2

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 613 600 589 581 574 569 564 537*G' 19.5 20.4 21.2 21.9 22.5 23.1 23.5 23.9

12" S 360 346 336 328 321 316 311 307G' 18.7 19.5 20.2 20.8 21.3 21.7 22.1 22.4

18" S 275 262 252 243 237 231 226 22222 G' 18.3 19.0 19.6 20.1 20.5 20.8 21.1 21.4

0.0295" 24" S 233 220 209 201 194 189 184 180G' 17.9 18.6 19.1 19.5 19.9 20.1 20.4 20.6

30" S 208 194 184 176 169 164 159 155G' 17.7 18.3 18.7 19.1 19.4 19.6 19.8 20.0

36" S 191 177 167 159 152 147 142 138G' 17.5 18.1 18.5 18.8 19.0 19.2 19.4 19.5

6" S 734 713 691 674 660 648 638 630G' 27.5 28.7 29.6 30.5 31.2 31.8 32.3 32.8

12" S 427 412 400 391 384 377 372 367G' 26.2 27.1 27.9 28.5 29.1 29.5 29.9 30.2

18" S 324 309 298 289 281 275 269 26520 G' 25.4 26.2 26.8 27.3 27.7 28.0 28.3 28.5

0.0358" 24" S 273 258 247 237 230 224 218 214G' 24.8 25.5 26.0 26.4 26.7 26.9 27.1 27.2

30" S 242 227 216 207 199 193 187 183G' 24.4 25.0 25.4 25.7 25.9 26.1 26.2 26.3

36" S 222 207 195 186 179 172 167 162G' 24.1 24.6 24.9 25.2 25.3 25.4 25.5 25.5

6" S 969 932 904 881 863 848 835 823G' 46.3 47.9 49.1 50.2 51.0 51.8 52.5 53.0

12" S 566 544 529 517 507 499 492 486G' 43.2 44.2 45.1 45.7 46.3 46.7 47.1 47.4

18" S 430 408 393 381 371 363 356 35018 G' 41.2 42.0 42.5 42.9 43.2 43.5 43.7 43.8

0.0474" 24" S 362 341 325 313 303 295 288 282G' 39.9 40.5 40.8 41.0 41.1 41.2 41.2 41.2

30" S 321 300 285 273 263 254 247 241G' 39.0 39.4 39.5 39.6 39.6 39.5 39.4 39.3

36" S 294 273 258 245 236 227 220 214G' 38.3 38.5 38.6 38.5 38.4 38.2 38.1 37.9

6" S 1206 1161 1126 1097 1074 1055 1039 1025G' 74.6 76.7 78.4 79.7 80.9 81.9 82.7 83.4

12" S 714 687 666 651 638 628 619 612G' 67.5 68.6 69.5 70.1 70.6 71.0 71.3 71.6

18" S 543 516 495 480 467 457 448 44116 G' 63.4 63.9 64.2 64.4 64.5 64.5 64.4 64.4

0.0598" 24" S 457 430 409 394 382 371 362 355G' 60.7 60.8 60.8 60.6 60.4 60.1 59.8 59.5

30" S 406 379 358 343 330 320 311 304G' 58.8 58.6 58.3 57.9 57.4 57.0 56.5 56.0

36" S 371 344 324 308 296 286 277 269G' 57.4 57.0 56.5 55.9 55.2 54.6 54.0 53.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 51

Versa-Dek® S AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 59 of 77

Page 60: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 804 787 774 763 755 731* 623* 537*G' 20.1 21.2 22.1 22.9 23.5 24.1 24.7 25.1

12" S 757 739 725 713 703 695 623* 537*G' 19.6 20.6 21.4 22.2 22.8 23.3 23.8 24.2

18" S 555 541 530 522 515 509 504 50022 G' 19.2 20.1 20.9 21.6 22.2 22.7 23.1 23.5

0.0295" 24" S 443 430 419 411 404 398 393 389G' 18.9 19.8 20.5 21.1 21.6 22.1 22.5 22.8

30" S 377 363 352 344 337 331 326 322G' 18.6 19.5 20.1 20.7 21.2 21.6 22.0 22.3

36" S 332 318 308 299 292 287 282 278G' 18.4 19.2 19.8 20.4 20.8 21.2 21.5 21.8

6" S 880 862 847 835 826 818 811 717*G' 28.8 30.1 31.2 32.2 33.0 33.7 34.3 34.9

12" S 880 861 846 834 824 815 808 717*G' 27.9 29.1 30.1 31.0 31.7 32.4 32.9 33.4

18" S 678 661 648 638 630 623 617 61220 G' 27.3 28.4 29.3 30.1 30.7 31.3 31.8 32.2

0.0358" 24" S 541 525 512 502 493 486 480 475G' 26.8 27.9 28.7 29.4 29.9 30.4 30.9 31.2

30" S 460 443 430 420 412 405 399 394G' 26.5 27.4 28.2 28.8 29.3 29.7 30.1 30.4

36" S 405 389 376 365 357 350 344 339G' 26.2 27.0 27.7 28.3 28.7 29.1 29.5 29.7

6" S 1186 1161 1141 1125 1113 1102 1093 1085G' 49.5 51.4 52.9 54.3 55.4 56.4 57.3 58.0

12" S 1185 1160 1140 1124 1110 1098 1088 1079G' 47.3 49.0 50.3 51.4 52.4 53.2 53.9 54.5

18" S 915 891 873 859 848 839 831 82418 G' 45.8 47.2 48.4 49.3 50.1 50.7 51.3 51.8

0.0474" 24" S 732 707 690 676 665 655 647 640G' 44.7 45.9 46.8 47.6 48.3 48.8 49.2 49.6

30" S 622 597 579 566 554 545 537 530G' 43.8 44.8 45.6 46.3 46.8 47.2 47.6 47.9

36" S 548 523 506 492 481 471 463 457G' 43.0 44.0 44.7 45.2 45.6 45.9 46.2 46.4

6" S 1523 1491 1466 1446 1429 1416 1404 1394G' 82.1 85.0 87.3 89.3 91.0 92.5 93.7 94.9

12" S 1523 1491 1465 1444 1426 1411 1398 1387G' 77.0 79.3 81.1 82.6 83.9 85.0 85.9 86.7

18" S 1179 1147 1122 1104 1090 1078 1067 105816 G' 73.4 75.2 76.6 77.8 78.7 79.5 80.1 80.7

0.0598" 24" S 943 911 886 868 854 842 831 823G' 70.8 72.2 73.3 74.1 74.8 75.3 75.7 76.1

30" S 802 769 744 727 712 700 690 681G' 68.8 69.9 70.7 71.3 71.7 72.0 72.2 72.4

36" S 707 675 650 632 618 606 595 587G' 67.2 68.1 68.6 69.0 69.2 69.3 69.4 69.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 954 918 890 868 850 731* 623* 537*G' 20.1 21.2 22.1 22.9 23.6 24.2 24.7 25.2

12" S 860 836 817 802 790 731* 623* 537*G' 19.7 20.7 21.5 22.2 22.8 23.4 23.9 24.3

18" S 637 613 595 580 568 557 549 537*22 G' 19.3 20.2 21.0 21.7 22.3 22.8 23.2 23.6

0.0295" 24" S 526 502 483 469 456 446 438 430G' 19.0 19.9 20.6 21.3 21.8 22.2 22.6 23.0

30" S 459 435 417 402 390 379 371 363G' 18.8 19.7 20.3 20.9 21.4 21.8 22.2 22.5

36" S 415 391 372 357 345 335 326 319G' 18.7 19.4 20.1 20.6 21.1 21.4 21.8 22.1

6" S 1044 1005 975 950 930 914 831* 717*G' 28.8 30.1 31.3 32.2 33.0 33.7 34.4 34.9

12" S 1041 1005 975 950 930 914 831* 717*G' 28.1 29.3 30.3 31.2 31.9 32.5 33.1 33.6

18" S 768 740 719 701 687 675 666 65720 G' 27.6 28.7 29.6 30.4 31.0 31.6 32.1 32.5

0.0358" 24" S 632 604 582 565 551 539 529 521G' 27.2 28.2 29.1 29.8 30.3 30.8 31.3 31.6

30" S 550 522 501 483 469 457 447 439G' 26.9 27.9 28.7 29.3 29.8 30.2 30.6 30.9

36" S 496 468 446 429 415 403 393 384G' 26.7 27.6 28.3 28.9 29.4 29.8 30.1 30.4

6" S 1407 1354 1313 1280 1253 1231 1212 1090*G' 49.6 51.5 53.1 54.4 55.6 56.5 57.4 58.2

12" S 1405 1354 1313 1280 1253 1231 1212 1090*G' 47.7 49.4 50.7 51.8 52.8 53.6 54.3 54.9

18" S 1037 997 968 945 926 910 896 88518 G' 46.5 47.9 49.0 50.0 50.7 51.4 51.9 52.4

0.0474" 24" S 854 814 785 761 742 726 713 701G' 45.5 46.8 47.8 48.5 49.2 49.7 50.1 50.5

30" S 744 703 674 651 632 616 603 591G' 44.8 45.9 46.8 47.4 48.0 48.4 48.7 49.0

36" S 670 630 601 578 559 543 529 518G' 44.3 45.3 46.0 46.6 47.0 47.3 47.5 47.7

6" S 1807 1739 1687 1645 1610 1581 1557 1536G' 82.4 85.3 87.7 89.6 91.3 92.8 94.0 95.2

12" S 1807 1739 1687 1645 1610 1581 1557 1536G' 77.9 80.2 82.0 83.5 84.8 85.8 86.7 87.5

18" S 1336 1284 1244 1214 1189 1169 1152 113716 G' 75.0 76.7 78.1 79.3 80.2 80.9 81.5 82.1

0.0598" 24" S 1100 1048 1008 978 953 933 916 901G' 72.8 74.3 75.3 76.1 76.8 77.3 77.6 78.0

30" S 959 906 866 836 812 791 774 759G' 71.2 72.4 73.2 73.7 74.1 74.4 74.6 74.8

36" S 864 812 772 742 717 697 680 665G' 70.0 70.9 71.5 71.8 72.1 72.2 72.2 72.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 52

Versa-Dek® S AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 60 of 77

Page 61: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 467 461 457 454 451 448 446 445G' 19.3 20.3 21.1 21.8 22.4 22.9 23.4 23.8

12" S 256 250 246 242 240 237 235 234G' 18.4 19.2 19.9 20.5 21.0 21.4 21.8 22.1

18" S 185 180 175 172 169 167 165 16322 G' 17.8 18.5 19.1 19.6 20.0 20.3 20.6 20.9

0.0295" 24" S 150 145 140 137 134 132 130 128G' 17.3 18.0 18.4 18.8 19.2 19.4 19.7 19.9

30" S 129 123 119 116 113 111 109 107G' 17.0 17.5 17.9 18.3 18.5 18.8 18.9 19.1

36" S 115 109 105 102 99 97 95 93G' 16.7 17.2 17.5 17.8 18.0 18.2 18.4 18.5

6" S 565 558 553 549 546 543 541 539G' 27.5 28.7 29.6 30.4 31.1 31.7 32.3 32.7

12" S 308 302 297 293 290 287 285 283G' 26.2 27.1 27.8 28.5 29.0 29.5 29.8 30.2

18" S 223 217 212 207 204 201 199 19720 G' 25.3 26.1 26.7 27.2 27.6 27.9 28.2 28.4

0.0358" 24" S 180 174 169 165 161 159 156 154G' 24.7 25.4 25.9 26.3 26.5 26.8 27.0 27.1

30" S 155 148 143 139 136 133 131 129G' 24.3 24.9 25.3 25.6 25.8 25.9 26.0 26.1

36" S 138 131 126 122 119 116 114 112G' 24.0 24.5 24.8 25.0 25.2 25.3 25.3 25.4

6" S 750 739 732 727 723 719 716 713G' 46.3 47.8 49.1 50.1 51.0 51.8 52.4 53.0

12" S 411 400 393 388 383 380 377 374G' 43.0 44.1 44.9 45.6 46.2 46.6 47.0 47.3

18" S 298 287 280 275 270 267 264 26118 G' 41.1 41.8 42.4 42.8 43.1 43.3 43.5 43.6

0.0474" 24" S 242 230 224 218 214 210 207 205G' 39.7 40.3 40.6 40.8 40.9 41.0 41.0 41.0

30" S 208 196 190 184 180 176 173 171G' 38.8 39.1 39.3 39.4 39.3 39.3 39.2 39.1

36" S 185 174 167 162 157 154 151 148G' 38.1 38.3 38.3 38.2 38.1 38.0 37.8 37.6

6" S 950 935 924 918 912 907 903 900G' 74.5 76.6 78.2 79.6 80.8 81.8 82.6 83.3

12" S 522 507 496 490 484 479 475 472G' 67.2 68.4 69.2 69.9 70.4 70.8 71.1 71.4

18" S 380 365 354 347 341 337 333 32916 G' 63.0 63.6 63.9 64.0 64.1 64.1 64.1 64.1

0.0598" 24" S 308 293 282 276 270 265 261 258G' 60.3 60.4 60.3 60.2 59.9 59.7 59.4 59.1

30" S 266 251 240 233 227 223 219 215G' 58.4 58.2 57.8 57.4 56.9 56.5 56.0 55.6

36" S 237 222 211 204 199 194 190 187G' 56.9 56.5 55.9 55.3 54.7 54.1 53.5 52.9

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 549 534 521 511 503 497 491 486G' 19.4 20.4 21.2 21.9 22.5 23.0 23.5 23.9

12" S 338 322 310 300 292 286 280 275G' 18.7 19.5 20.2 20.7 21.2 21.6 22.0 22.3

18" S 268 252 240 230 222 215 209 20522 G' 18.1 18.9 19.4 19.9 20.3 20.7 21.0 21.2

0.0295" 24" S 233 217 205 195 187 180 174 169G' 17.8 18.4 18.9 19.3 19.7 20.0 20.2 20.4

30" S 212 196 183 174 166 159 153 148G' 17.5 18.1 18.6 18.9 19.2 19.4 19.6 19.7

36" S 198 182 169 160 151 145 139 134G' 17.3 17.9 18.3 18.6 18.8 19.0 19.1 19.2

6" S 655 637 624 612 603 596 590 584G' 27.7 28.9 29.9 30.7 31.4 32.0 32.5 33.0

12" S 399 381 367 356 347 340 333 328G' 26.7 27.6 28.4 29.0 29.6 30.0 30.4 30.7

18" S 314 296 282 271 262 254 248 24220 G' 26.1 26.9 27.5 28.0 28.5 28.8 29.1 29.3

0.0358" 24" S 271 253 239 228 219 212 205 200G' 25.7 26.4 26.9 27.4 27.7 27.9 28.1 28.3

30" S 245 227 214 203 193 186 180 174G' 25.4 26.0 26.5 26.9 27.1 27.3 27.4 27.5

36" S 228 210 197 185 176 169 162 157G' 25.2 25.8 26.2 26.5 26.7 26.8 26.9 26.9

6" S 872 846 827 813 800 790 782 774G' 46.8 48.4 49.6 50.7 51.5 52.3 52.9 53.5

12" S 533 507 488 473 461 451 442 435G' 44.3 45.4 46.2 46.9 47.4 47.9 48.2 48.5

18" S 420 394 375 360 348 338 329 32218 G' 42.8 43.7 44.2 44.7 45.0 45.2 45.3 45.5

0.0474" 24" S 364 337 318 304 292 281 273 266G' 41.9 42.5 42.9 43.2 43.3 43.4 43.4 43.3

30" S 330 303 285 270 258 247 239 232G' 41.3 41.7 42.0 42.1 42.1 42.0 41.9 41.8

36" S 307 280 262 247 235 225 216 209G' 40.8 41.1 41.3 41.3 41.2 41.1 40.9 40.7

6" S 1107 1073 1046 1027 1012 999 988 978G' 75.8 77.9 79.5 80.9 82.0 82.9 83.7 84.4

12" S 679 645 618 599 584 571 560 550G' 70.0 71.1 72.0 72.6 73.0 73.4 73.6 73.8

18" S 536 502 476 457 441 428 417 40816 G' 66.8 67.4 67.7 67.9 67.9 67.8 67.7 67.6

0.0598" 24" S 465 431 404 385 370 357 346 336G' 64.8 65.0 65.0 64.8 64.6 64.2 63.9 63.5

30" S 422 388 361 342 327 314 303 294G' 63.4 63.4 63.1 62.7 62.2 61.7 61.2 60.6

36" S 394 359 333 314 298 285 275 265G' 62.4 62.2 61.7 61.1 60.5 59.8 59.1 58.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 53

Versa-Dek® S AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 61 of 77

Page 62: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 542 531 523 516 510 505 501 497G' 19.4 20.3 21.1 21.8 22.4 23.0 23.4 23.8

12" S 300 294 290 286 283 281 279 277G' 18.5 19.3 20.0 20.6 21.0 21.5 21.8 22.2

18" S 216 210 205 202 199 196 194 19222 G' 17.9 18.6 19.2 19.6 20.0 20.4 20.7 20.9

0.0295" 24" S 173 168 163 159 157 154 152 150G' 17.5 18.1 18.6 19.0 19.3 19.6 19.8 20.0

30" S 148 142 138 134 131 129 127 125G' 17.1 17.7 18.1 18.4 18.7 18.9 19.1 19.3

36" S 131 125 121 117 114 112 110 108G' 16.9 17.4 17.7 18.0 18.2 18.4 18.5 18.7

6" S 622 611 601 593 586 580 575 571G' 27.4 28.5 29.5 30.3 31.0 31.6 32.1 32.6

12" S 363 356 350 346 343 340 337 335G' 25.8 26.7 27.5 28.1 28.6 29.1 29.5 29.8

18" S 260 253 248 244 240 237 235 23320 G' 24.7 25.5 26.1 26.6 27.0 27.3 27.6 27.8

0.0358" 24" S 209 202 197 192 189 186 184 182G' 24.0 24.6 25.1 25.4 25.7 26.0 26.2 26.3

30" S 178 171 166 162 158 155 153 151G' 23.4 23.9 24.3 24.6 24.8 25.0 25.1 25.2

36" S 158 151 145 141 138 135 132 130G' 23.0 23.4 23.7 23.9 24.0 24.1 24.2 24.2

6" S 816 799 786 775 766 759 753 747G' 45.9 47.4 48.7 49.8 50.7 51.4 52.1 52.7

12" S 482 471 464 458 453 450 446 444G' 42.2 43.2 44.1 44.8 45.3 45.8 46.2 46.6

18" S 346 335 328 322 318 314 311 30818 G' 39.8 40.5 41.0 41.5 41.8 42.1 42.3 42.4

0.0474" 24" S 278 267 260 255 250 246 243 240G' 38.1 38.6 38.9 39.1 39.3 39.4 39.4 39.5

30" S 237 226 219 214 209 205 202 199G' 36.9 37.2 37.3 37.4 37.4 37.3 37.3 37.2

36" S 210 199 192 187 182 178 175 172G' 36.0 36.1 36.1 36.0 35.9 35.8 35.6 35.5

6" S 1017 995 978 965 954 945 937 930G' 73.7 75.7 77.4 78.9 80.0 81.0 81.9 82.7

12" S 609 595 585 578 572 567 563 559G' 65.4 66.5 67.4 68.1 68.7 69.1 69.5 69.8

18" S 438 424 413 406 401 396 392 38816 G' 60.3 60.9 61.2 61.5 61.6 61.7 61.8 61.8

0.0598" 24" S 353 338 328 321 315 310 306 303G' 57.0 57.1 57.1 57.0 56.8 56.6 56.5 56.3

30" S 301 287 277 269 264 259 255 251G' 54.6 54.4 54.1 53.7 53.3 53.0 52.6 52.3

36" S 267 253 242 235 229 225 221 217G' 52.8 52.3 51.8 51.2 50.7 50.2 49.7 49.2

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 613 600 589 581 574 569 564 535*G' 19.5 20.4 21.2 21.9 22.5 23.1 23.5 23.9

12" S 360 346 336 328 321 316 311 307G' 18.7 19.5 20.2 20.8 21.3 21.7 22.1 22.4

18" S 275 262 252 243 237 231 226 22222 G' 18.3 19.0 19.6 20.1 20.5 20.8 21.1 21.4

0.0295" 24" S 233 220 209 201 194 189 184 180G' 17.9 18.6 19.1 19.5 19.9 20.1 20.4 20.6

30" S 208 194 184 176 169 164 159 155G' 17.7 18.3 18.7 19.1 19.4 19.6 19.8 20.0

36" S 191 177 167 159 152 147 142 138G' 17.5 18.1 18.5 18.8 19.0 19.2 19.4 19.5

6" S 734 713 691 674 660 648 638 630G' 27.5 28.7 29.6 30.5 31.2 31.8 32.3 32.8

12" S 427 412 400 391 384 377 372 367G' 26.2 27.1 27.9 28.5 29.1 29.5 29.9 30.2

18" S 324 309 298 289 281 275 269 26520 G' 25.4 26.2 26.8 27.3 27.7 28.0 28.3 28.5

0.0358" 24" S 273 258 247 237 230 224 218 214G' 24.8 25.5 26.0 26.4 26.7 26.9 27.1 27.2

30" S 242 227 216 207 199 193 187 183G' 24.4 25.0 25.4 25.7 25.9 26.1 26.2 26.3

36" S 222 207 195 186 179 172 167 162G' 24.1 24.6 24.9 25.2 25.3 25.4 25.5 25.5

6" S 969 932 904 881 863 848 835 823G' 46.3 47.9 49.1 50.2 51.0 51.8 52.5 53.0

12" S 566 544 529 517 507 499 492 486G' 43.2 44.2 45.1 45.7 46.3 46.7 47.1 47.4

18" S 430 408 393 381 371 363 356 35018 G' 41.2 42.0 42.5 42.9 43.2 43.5 43.7 43.8

0.0474" 24" S 362 341 325 313 303 295 288 282G' 39.9 40.5 40.8 41.0 41.1 41.2 41.2 41.2

30" S 321 300 285 273 263 254 247 241G' 39.0 39.4 39.5 39.6 39.6 39.5 39.4 39.3

36" S 294 273 258 245 236 227 220 214G' 38.3 38.5 38.6 38.5 38.4 38.2 38.1 37.9

6" S 1206 1161 1126 1097 1074 1055 1039 1025G' 74.6 76.7 78.4 79.7 80.9 81.9 82.7 83.4

12" S 714 687 666 651 638 628 619 612G' 67.5 68.6 69.5 70.1 70.6 71.0 71.3 71.6

18" S 543 516 495 480 467 457 448 44116 G' 63.4 63.9 64.2 64.4 64.5 64.5 64.4 64.4

0.0598" 24" S 457 430 409 394 382 371 362 355G' 60.7 60.8 60.8 60.6 60.4 60.1 59.8 59.5

30" S 406 379 358 343 330 320 311 304G' 58.8 58.6 58.3 57.9 57.4 57.0 56.5 56.0

36" S 371 344 324 308 296 286 277 269G' 57.4 57.0 56.5 55.9 55.2 54.6 54.0 53.4

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 54

Versa-Dek® LS AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 62 of 77

Page 63: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 804 787 774 763 755 728* 620* 535*G' 20.1 21.2 22.1 22.9 23.5 24.1 24.7 25.1

12" S 757 739 725 713 703 695 620* 535*G' 19.6 20.6 21.4 22.2 22.8 23.3 23.8 24.2

18" S 555 541 530 522 515 509 504 50022 G' 19.2 20.1 20.9 21.6 22.2 22.7 23.1 23.5

0.0295" 24" S 443 430 419 411 404 398 393 389G' 18.9 19.8 20.5 21.1 21.6 22.1 22.5 22.8

30" S 377 363 352 344 337 331 326 322G' 18.6 19.5 20.1 20.7 21.2 21.6 22.0 22.3

36" S 332 318 308 299 292 287 282 278G' 18.4 19.2 19.8 20.4 20.8 21.2 21.5 21.8

6" S 880 862 847 835 826 818 811 714*G' 28.8 30.1 31.2 32.2 33.0 33.7 34.3 34.9

12" S 880 861 846 834 824 815 808 714*G' 27.9 29.1 30.1 31.0 31.7 32.4 32.9 33.4

18" S 678 661 648 638 630 623 617 61220 G' 27.3 28.4 29.3 30.1 30.7 31.3 31.8 32.2

0.0358" 24" S 541 525 512 502 493 486 480 475G' 26.8 27.9 28.7 29.4 29.9 30.4 30.9 31.2

30" S 460 443 430 420 412 405 399 394G' 26.5 27.4 28.2 28.8 29.3 29.7 30.1 30.4

36" S 405 389 376 365 357 350 344 339G' 26.2 27.0 27.7 28.3 28.7 29.1 29.5 29.7

6" S 1186 1161 1141 1125 1113 1102 1093 1085G' 49.5 51.4 52.9 54.3 55.4 56.4 57.3 58.0

12" S 1185 1160 1140 1124 1110 1098 1088 1079G' 47.3 49.0 50.3 51.4 52.4 53.2 53.9 54.5

18" S 915 891 873 859 848 839 831 82418 G' 45.8 47.2 48.4 49.3 50.1 50.7 51.3 51.8

0.0474" 24" S 732 707 690 676 665 655 647 640G' 44.7 45.9 46.8 47.6 48.3 48.8 49.2 49.6

30" S 622 597 579 566 554 545 537 530G' 43.8 44.8 45.6 46.3 46.8 47.2 47.6 47.9

36" S 548 523 506 492 481 471 463 457G' 43.0 44.0 44.7 45.2 45.6 45.9 46.2 46.4

6" S 1523 1491 1466 1446 1429 1416 1404 1394G' 82.1 85.0 87.3 89.3 91.0 92.5 93.7 94.9

12" S 1523 1491 1465 1444 1426 1411 1398 1387G' 77.0 79.3 81.1 82.6 83.9 85.0 85.9 86.7

18" S 1179 1147 1122 1104 1090 1078 1067 105816 G' 73.4 75.2 76.6 77.8 78.7 79.5 80.1 80.7

0.0598" 24" S 943 911 886 868 854 842 831 823G' 70.8 72.2 73.3 74.1 74.8 75.3 75.7 76.1

30" S 802 769 744 727 712 700 690 681G' 68.8 69.9 70.7 71.3 71.7 72.0 72.2 72.4

36" S 707 675 650 632 618 606 595 587G' 67.2 68.1 68.6 69.0 69.2 69.3 69.4 69.5

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 954 918 890 868 850 728* 620* 535*G' 20.1 21.2 22.1 22.9 23.6 24.2 24.7 25.2

12" S 860 836 817 802 790 728* 620* 535*G' 19.7 20.7 21.5 22.2 22.8 23.4 23.9 24.3

18" S 637 613 595 580 568 557 549 535*22 G' 19.3 20.2 21.0 21.7 22.3 22.8 23.2 23.6

0.0295" 24" S 526 502 483 469 456 446 438 430G' 19.0 19.9 20.6 21.3 21.8 22.2 22.6 23.0

30" S 459 435 417 402 390 379 371 363G' 18.8 19.7 20.3 20.9 21.4 21.8 22.2 22.5

36" S 415 391 372 357 345 335 326 319G' 18.7 19.4 20.1 20.6 21.1 21.4 21.8 22.1

6" S 1044 1005 975 950 930 914 828* 714*G' 28.8 30.1 31.3 32.2 33.0 33.7 34.4 34.9

12" S 1041 1005 975 950 930 914 828* 714*G' 28.1 29.3 30.3 31.2 31.9 32.5 33.1 33.6

18" S 768 740 719 701 687 675 666 65720 G' 27.6 28.7 29.6 30.4 31.0 31.6 32.1 32.5

0.0358" 24" S 632 604 582 565 551 539 529 521G' 27.2 28.2 29.1 29.8 30.3 30.8 31.3 31.6

30" S 550 522 501 483 469 457 447 439G' 26.9 27.9 28.7 29.3 29.8 30.2 30.6 30.9

36" S 496 468 446 429 415 403 393 384G' 26.7 27.6 28.3 28.9 29.4 29.8 30.1 30.4

6" S 1407 1354 1313 1280 1253 1231 1212 1085*G' 49.6 51.5 53.1 54.4 55.6 56.5 57.4 58.2

12" S 1405 1354 1313 1280 1253 1231 1212 1085*G' 47.7 49.4 50.7 51.8 52.8 53.6 54.3 54.9

18" S 1037 997 968 945 926 910 896 88518 G' 46.5 47.9 49.0 50.0 50.7 51.4 51.9 52.4

0.0474" 24" S 854 814 785 761 742 726 713 701G' 45.5 46.8 47.8 48.5 49.2 49.7 50.1 50.5

30" S 744 703 674 651 632 616 603 591G' 44.8 45.9 46.8 47.4 48.0 48.4 48.7 49.0

36" S 670 630 601 578 559 543 529 518G' 44.3 45.3 46.0 46.6 47.0 47.3 47.5 47.7

6" S 1807 1739 1687 1645 1610 1581 1557 1534*G' 82.4 85.3 87.7 89.6 91.3 92.8 94.0 95.2

12" S 1807 1739 1687 1645 1610 1581 1557 1534*G' 77.9 80.2 82.0 83.5 84.8 85.8 86.7 87.5

18" S 1336 1284 1244 1214 1189 1169 1152 113716 G' 75.0 76.7 78.1 79.3 80.2 80.9 81.5 82.1

0.0598" 24" S 1100 1048 1008 978 953 933 916 901G' 72.8 74.3 75.3 76.1 76.8 77.3 77.6 78.0

30" S 959 906 866 836 812 791 774 759G' 71.2 72.4 73.2 73.7 74.1 74.4 74.6 74.8

36" S 864 812 772 742 717 697 680 665G' 70.0 70.9 71.5 71.8 72.1 72.2 72.2 72.2

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 55

Versa-Dek® LS AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 63 of 77

Page 64: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 467 461 457 454 451 448 446 445G' 19.3 20.3 21.1 21.8 22.4 22.9 23.4 23.8

12" S 256 250 246 242 240 237 235 234G' 18.4 19.2 19.9 20.5 21.0 21.4 21.8 22.1

18" S 185 180 175 172 169 167 165 16322 G' 17.8 18.5 19.1 19.6 20.0 20.3 20.6 20.9

0.0295" 24" S 150 145 140 137 134 132 130 128G' 17.3 18.0 18.4 18.8 19.2 19.4 19.7 19.9

30" S 129 123 119 116 113 111 109 107G' 17.0 17.5 17.9 18.3 18.5 18.8 18.9 19.1

36" S 115 109 105 102 99 97 95 93G' 16.7 17.2 17.5 17.8 18.0 18.2 18.4 18.5

6" S 565 558 553 549 546 543 541 539G' 27.5 28.7 29.6 30.4 31.1 31.7 32.3 32.7

12" S 308 302 297 293 290 287 285 283G' 26.2 27.1 27.8 28.5 29.0 29.5 29.8 30.2

18" S 223 217 212 207 204 201 199 19720 G' 25.3 26.1 26.7 27.2 27.6 27.9 28.2 28.4

0.0358" 24" S 180 174 169 165 161 159 156 154G' 24.7 25.4 25.9 26.3 26.5 26.8 27.0 27.1

30" S 155 148 143 139 136 133 131 129G' 24.3 24.9 25.3 25.6 25.8 25.9 26.0 26.1

36" S 138 131 126 122 119 116 114 112G' 24.0 24.5 24.8 25.0 25.2 25.3 25.3 25.4

6" S 750 739 732 727 723 719 716 713G' 46.3 47.8 49.1 50.1 51.0 51.8 52.4 53.0

12" S 411 400 393 388 383 380 377 374G' 43.0 44.1 44.9 45.6 46.2 46.6 47.0 47.3

18" S 298 287 280 275 270 267 264 26118 G' 41.1 41.8 42.4 42.8 43.1 43.3 43.5 43.6

0.0474" 24" S 242 230 224 218 214 210 207 205G' 39.7 40.3 40.6 40.8 40.9 41.0 41.0 41.0

30" S 208 196 190 184 180 176 173 171G' 38.8 39.1 39.3 39.4 39.3 39.3 39.2 39.1

36" S 185 174 167 162 157 154 151 148G' 38.1 38.3 38.3 38.2 38.1 38.0 37.8 37.6

6" S 950 935 924 918 912 907 903 900G' 74.5 76.6 78.2 79.6 80.8 81.8 82.6 83.3

12" S 522 507 496 490 484 479 475 472G' 67.2 68.4 69.2 69.9 70.4 70.8 71.1 71.4

18" S 380 365 354 347 341 337 333 32916 G' 63.0 63.6 63.9 64.0 64.1 64.1 64.1 64.1

0.0598" 24" S 308 293 282 276 270 265 261 258G' 60.3 60.4 60.3 60.2 59.9 59.7 59.4 59.1

30" S 266 251 240 233 227 223 219 215G' 58.4 58.2 57.8 57.4 56.9 56.5 56.0 55.6

36" S 237 222 211 204 199 194 190 187G' 56.9 56.5 55.9 55.3 54.7 54.1 53.5 52.9

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24.5 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 549 534 521 511 503 497 491 486G' 19.4 20.4 21.2 21.9 22.5 23.0 23.5 23.9

12" S 338 322 310 300 292 286 280 275G' 18.7 19.5 20.2 20.7 21.2 21.6 22.0 22.3

18" S 268 252 240 230 222 215 209 20522 G' 18.1 18.9 19.4 19.9 20.3 20.7 21.0 21.2

0.0295" 24" S 233 217 205 195 187 180 174 169G' 17.8 18.4 18.9 19.3 19.7 20.0 20.2 20.4

30" S 212 196 183 174 166 159 153 148G' 17.5 18.1 18.6 18.9 19.2 19.4 19.6 19.7

36" S 198 182 169 160 151 145 139 134G' 17.3 17.9 18.3 18.6 18.8 19.0 19.1 19.2

6" S 655 637 624 612 603 596 590 584G' 27.7 28.9 29.9 30.7 31.4 32.0 32.5 33.0

12" S 399 381 367 356 347 340 333 328G' 26.7 27.6 28.4 29.0 29.6 30.0 30.4 30.7

18" S 314 296 282 271 262 254 248 24220 G' 26.1 26.9 27.5 28.0 28.5 28.8 29.1 29.3

0.0358" 24" S 271 253 239 228 219 212 205 200G' 25.7 26.4 26.9 27.4 27.7 27.9 28.1 28.3

30" S 245 227 214 203 193 186 180 174G' 25.4 26.0 26.5 26.9 27.1 27.3 27.4 27.5

36" S 228 210 197 185 176 169 162 157G' 25.2 25.8 26.2 26.5 26.7 26.8 26.9 26.9

6" S 872 846 827 813 800 790 782 774G' 46.8 48.4 49.6 50.7 51.5 52.3 52.9 53.5

12" S 533 507 488 473 461 451 442 435G' 44.3 45.4 46.2 46.9 47.4 47.9 48.2 48.5

18" S 420 394 375 360 348 338 329 32218 G' 42.8 43.7 44.2 44.7 45.0 45.2 45.3 45.5

0.0474" 24" S 364 337 318 304 292 281 273 266G' 41.9 42.5 42.9 43.2 43.3 43.4 43.4 43.3

30" S 330 303 285 270 258 247 239 232G' 41.3 41.7 42.0 42.1 42.1 42.0 41.9 41.8

36" S 307 280 262 247 235 225 216 209G' 40.8 41.1 41.3 41.3 41.2 41.1 40.9 40.7

6" S 1107 1073 1046 1027 1012 999 988 978G' 75.8 77.9 79.5 80.9 82.0 82.9 83.7 84.4

12" S 679 645 618 599 584 571 560 550G' 70.0 71.1 72.0 72.6 73.0 73.4 73.6 73.8

18" S 536 502 476 457 441 428 417 40816 G' 66.8 67.4 67.7 67.9 67.9 67.8 67.7 67.6

0.0598" 24" S 465 431 404 385 370 357 346 336G' 64.8 65.0 65.0 64.8 64.6 64.2 63.9 63.5

30" S 422 388 361 342 327 314 303 294G' 63.4 63.4 63.1 62.7 62.2 61.7 61.2 60.6

36" S 394 359 333 314 298 285 275 265G' 62.4 62.2 61.7 61.1 60.5 59.8 59.1 58.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 56

Versa-Dek® LS AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 64 of 77

Page 65: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 549 538 529 521 515 510 505 502G' 18.7 19.6 20.4 21.1 21.8 22.3 22.8 23.2

12" S 306 299 294 290 287 284 282 280G' 17.8 18.7 19.3 19.9 20.4 20.9 21.2 21.6

18" S 222 215 210 206 203 200 197 19522 G' 17.3 18.0 18.6 19.1 19.5 19.8 20.1 20.4

0.0295" 24" S 179 173 168 164 160 158 155 153G' 16.9 17.5 18.0 18.4 18.7 19.0 19.3 19.5

30" S 154 147 142 138 135 132 130 128G' 16.6 17.1 17.5 17.9 18.2 18.4 18.6 18.8

36" S 137 131 126 121 118 115 113 111G' 16.3 16.8 17.2 17.5 17.7 17.9 18.1 18.2

6" S 624 611 601 593 586 580 575 571G' 26.4 27.6 28.6 29.4 30.1 30.7 31.3 31.8

12" S 369 361 355 351 347 344 341 339G' 24.9 25.9 26.6 27.3 27.8 28.3 28.7 29.0

18" S 267 259 253 248 244 241 238 23620 G' 23.9 24.7 25.3 25.8 26.2 26.6 26.9 27.1

0.0358" 24" S 215 208 202 197 193 190 187 185G' 23.2 23.9 24.3 24.7 25.0 25.3 25.5 25.7

30" S 185 177 171 166 162 159 156 154G' 22.7 23.2 23.6 23.9 24.1 24.3 24.4 24.5

36" S 164 156 151 146 142 139 136 134G' 22.3 22.7 23.0 23.2 23.4 23.5 23.6 23.6

6" S 816 799 786 775 766 759 753 747G' 44.4 46.0 47.3 48.3 49.3 50.0 50.7 51.3

12" S 490 478 470 464 459 455 451 448G' 40.9 41.9 42.8 43.5 44.1 44.6 45.0 45.4

18" S 354 342 335 328 323 319 315 31218 G' 38.6 39.3 39.9 40.3 40.7 41.0 41.2 41.4

0.0474" 24" S 287 275 267 260 255 251 247 244G' 37.0 37.5 37.8 38.1 38.2 38.4 38.4 38.5

30" S 246 234 226 220 215 210 207 204G' 35.8 36.1 36.3 36.4 36.4 36.4 36.4 36.3

36" S 219 207 199 193 188 183 180 177G' 34.9 35.1 35.1 35.1 35.0 34.9 34.7 34.6

6" S 1017 995 978 965 954 945 937 930G' 71.2 73.3 75.1 76.5 77.7 78.7 79.6 80.4

12" S 620 605 593 585 579 573 569 565G' 63.3 64.5 65.4 66.2 66.7 67.2 67.6 68.0

18" S 449 433 422 414 407 402 397 39416 G' 58.5 59.1 59.5 59.8 59.9 60.1 60.1 60.2

0.0598" 24" S 363 348 336 328 322 316 312 308G' 55.3 55.4 55.5 55.4 55.3 55.2 55.0 54.9

30" S 312 296 285 277 270 265 261 257G' 53.0 52.8 52.6 52.3 51.9 51.6 51.3 51.0

36" S 278 262 251 243 236 231 226 222G' 51.2 50.8 50.4 49.9 49.4 48.9 48.5 48.0

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 615 602 591 583 576 570 565 542*G' 18.8 19.7 20.5 21.2 21.8 22.4 22.9 23.3

12" S 362 348 338 329 323 317 312 308G' 18.1 18.9 19.6 20.2 20.7 21.1 21.5 21.8

18" S 277 264 253 245 238 232 228 22322 G' 17.6 18.4 19.0 19.4 19.9 20.2 20.5 20.8

0.0295" 24" S 235 222 211 203 196 190 185 181G' 17.3 18.0 18.5 18.9 19.3 19.6 19.8 20.0

30" S 210 196 186 177 171 165 160 156G' 17.1 17.7 18.2 18.5 18.8 19.1 19.3 19.4

36" S 193 179 169 161 154 148 143 139G' 16.9 17.5 17.9 18.2 18.5 18.7 18.8 19.0

6" S 737 713 691 674 660 648 638 630G' 26.6 27.8 28.7 29.6 30.3 30.9 31.4 31.9

12" S 429 414 402 393 385 379 373 369G' 25.3 26.3 27.1 27.7 28.2 28.7 29.1 29.4

18" S 327 312 300 290 283 276 271 26620 G' 24.6 25.3 26.0 26.5 26.9 27.2 27.5 27.8

0.0358" 24" S 276 260 249 239 231 225 220 215G' 24.0 24.7 25.2 25.6 25.9 26.2 26.4 26.5

30" S 245 230 218 208 201 194 189 184G' 23.6 24.2 24.6 25.0 25.2 25.4 25.5 25.6

36" S 224 209 197 188 180 174 168 164G' 23.3 23.8 24.2 24.5 24.6 24.7 24.8 24.9

6" S 969 932 904 881 863 848 835 823G' 44.8 46.4 47.7 48.7 49.6 50.4 51.1 51.7

12" S 569 547 532 519 509 501 493 487G' 41.8 42.9 43.8 44.5 45.0 45.5 45.9 46.2

18" S 433 411 396 383 373 365 358 35218 G' 40.0 40.7 41.3 41.8 42.1 42.3 42.5 42.7

0.0474" 24" S 365 343 328 316 305 297 290 284G' 38.7 39.3 39.7 39.9 40.1 40.1 40.2 40.2

30" S 325 303 287 275 265 256 249 243G' 37.8 38.2 38.4 38.5 38.6 38.5 38.5 38.4

36" S 297 276 260 248 238 229 222 216G' 37.2 37.4 37.5 37.5 37.4 37.3 37.1 36.9

6" S 1206 1161 1126 1097 1074 1055 1039 1025G' 72.1 74.2 75.9 77.3 78.5 79.5 80.4 81.1

12" S 718 690 669 654 641 630 621 614G' 65.3 66.5 67.4 68.1 68.6 69.0 69.4 69.7

18" S 547 519 498 482 470 459 450 44316 G' 61.4 62.0 62.4 62.6 62.7 62.7 62.7 62.7

0.0598" 24" S 461 433 412 397 384 374 365 357G' 58.8 59.0 59.0 58.9 58.7 58.5 58.3 58.0

30" S 410 382 361 345 333 322 313 306G' 57.0 56.9 56.7 56.3 55.9 55.5 55.0 54.6

36" S 375 348 327 311 299 288 279 271G' 55.7 55.4 54.9 54.3 53.8 53.2 52.6 52.1

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 57

Versa-Dek® S ES AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 65 of 77

Page 66: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 804 787 774 763 755 737* 628* 542*G' 19.4 20.4 21.3 22.1 22.8 23.4 24.0 24.4

12" S 767 748 733 721 710 702 628* 542*G' 18.9 19.9 20.7 21.5 22.1 22.6 23.1 23.6

18" S 563 548 537 528 520 514 509 50422 G' 18.5 19.5 20.2 20.9 21.5 22.0 22.4 22.8

0.0295" 24" S 452 437 426 417 409 403 398 393G' 18.2 19.1 19.8 20.5 21.0 21.4 21.9 22.2

30" S 385 370 359 350 342 336 331 326G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.7

36" S 341 326 314 305 298 292 286 282G' 17.8 18.6 19.2 19.7 20.2 20.6 20.9 21.2

6" S 880 862 847 835 826 818 811 723*G' 27.8 29.1 30.2 31.2 32.0 32.7 33.4 34.0

12" S 880 862 847 835 826 818 811 723*G' 27.0 28.2 29.2 30.1 30.8 31.5 32.0 32.5

18" S 687 669 655 644 636 628 622 61620 G' 26.4 27.5 28.4 29.2 29.9 30.4 30.9 31.4

0.0358" 24" S 551 533 519 508 499 492 485 480G' 25.9 27.0 27.8 28.5 29.1 29.6 30.0 30.4

30" S 469 451 437 426 417 410 404 398G' 25.6 26.5 27.3 27.9 28.5 28.9 29.3 29.6

36" S 414 397 383 372 363 355 349 344G' 25.3 26.2 26.9 27.5 27.9 28.3 28.7 29.0

6" S 1186 1161 1141 1125 1113 1102 1093 1085G' 47.8 49.7 51.3 52.7 53.8 54.8 55.7 56.5

12" S 1186 1161 1141 1125 1113 1102 1093 1085G' 45.8 47.5 48.8 49.9 50.9 51.7 52.5 53.1

18" S 928 901 883 868 856 846 837 83018 G' 44.3 45.8 46.9 47.9 48.7 49.4 49.9 50.5

0.0474" 24" S 744 718 699 684 672 662 654 646G' 43.2 44.5 45.5 46.3 46.9 47.5 48.0 48.4

30" S 634 608 589 574 562 552 544 536G' 42.4 43.5 44.3 45.0 45.5 46.0 46.3 46.6

36" S 561 534 516 501 489 479 470 463G' 41.7 42.6 43.4 43.9 44.4 44.7 45.0 45.2

6" S 1523 1491 1466 1446 1429 1416 1404 1394G' 79.3 82.1 84.5 86.5 88.2 89.7 91.0 92.1

12" S 1523 1491 1466 1446 1429 1416 1404 1394G' 74.4 76.7 78.6 80.1 81.4 82.5 83.5 84.3

18" S 1195 1161 1134 1115 1100 1087 1076 106616 G' 71.0 72.8 74.3 75.4 76.4 77.2 77.9 78.5

0.0598" 24" S 959 925 898 879 864 851 840 830G' 68.5 70.0 71.1 71.9 72.6 73.2 73.6 74.0

30" S 818 783 757 738 722 709 698 689G' 66.6 67.8 68.6 69.2 69.7 70.0 70.3 70.5

36" S 723 689 662 643 628 615 604 595G' 65.1 66.0 66.6 67.0 67.3 67.4 67.5 67.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 954 918 890 868 850 737* 628* 542*G' 19.4 20.5 21.4 22.1 22.8 23.4 24.0 24.5

12" S 863 839 820 805 792 737* 628* 542*G' 19.0 19.9 20.8 21.5 22.1 22.7 23.2 23.6

18" S 641 616 597 582 570 559 551 542*22 G' 18.6 19.6 20.3 21.0 21.6 22.1 22.5 22.9

0.0295" 24" S 529 505 486 471 458 448 439 432G' 18.4 19.2 20.0 20.6 21.1 21.6 22.0 22.4

30" S 463 438 419 404 392 381 373 365G' 18.2 19.0 19.7 20.3 20.8 21.2 21.6 21.9

36" S 418 394 375 360 347 337 328 321G' 18.0 18.8 19.4 20.0 20.4 20.8 21.2 21.5

6" S 1044 1005 975 950 930 914 839* 723*G' 27.8 29.2 30.3 31.2 32.1 32.8 33.4 34.0

12" S 1044 1005 975 950 930 914 839* 723*G' 27.1 28.4 29.4 30.2 31.0 31.6 32.2 32.7

18" S 772 743 721 704 689 678 667 65920 G' 26.7 27.8 28.7 29.5 30.1 30.7 31.2 31.6

0.0358" 24" S 635 607 585 568 553 541 531 522G' 26.3 27.3 28.2 28.9 29.5 30.0 30.4 30.8

30" S 554 525 503 486 471 459 449 441G' 26.0 27.0 27.8 28.4 29.0 29.4 29.8 30.1

36" S 499 471 449 431 417 405 395 386G' 25.8 26.7 27.5 28.1 28.5 29.0 29.3 29.6

6" S 1407 1354 1313 1280 1253 1231 1212 1099*G' 48.0 49.9 51.5 52.8 54.0 55.0 55.8 56.6

12" S 1407 1354 1313 1280 1253 1231 1212 1099*G' 46.2 47.8 49.2 50.3 51.3 52.1 52.8 53.4

18" S 1042 1001 972 948 929 913 899 88718 G' 45.0 46.4 47.6 48.5 49.3 50.0 50.6 51.1

0.0474" 24" S 859 818 788 764 745 729 715 704G' 44.1 45.4 46.4 47.2 47.8 48.4 48.8 49.2

30" S 748 708 678 654 635 619 605 593G' 43.4 44.5 45.4 46.1 46.6 47.1 47.4 47.7

36" S 675 634 605 581 561 545 532 520G' 42.9 43.9 44.7 45.2 45.7 46.0 46.3 46.5

6" S 1807 1739 1687 1645 1610 1581 1557 1536G' 79.6 82.5 84.8 86.8 88.5 90.0 91.3 92.4

12" S 1807 1739 1687 1645 1610 1581 1557 1536G' 75.3 77.6 79.4 81.0 82.2 83.3 84.3 85.1

18" S 1342 1289 1249 1218 1193 1172 1155 114016 G' 72.5 74.3 75.7 76.9 77.8 78.6 79.2 79.8

0.0598" 24" S 1106 1053 1013 982 957 937 919 904G' 70.4 71.9 73.0 73.9 74.5 75.1 75.5 75.8

30" S 965 912 871 841 816 795 777 762G' 68.9 70.1 71.0 71.6 72.0 72.3 72.6 72.7

36" S 870 817 777 746 721 701 683 668G' 67.7 68.7 69.3 69.8 70.0 70.2 70.2 70.3

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 58

Versa-Dek® S ES AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 66 of 77

Page 67: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 475 469 463 459 456 453 451 449G' 18.7 19.6 20.4 21.1 21.7 22.3 22.7 23.2

12" S 264 257 252 248 245 242 240 238G' 17.8 18.6 19.3 19.9 20.4 20.8 21.2 21.5

18" S 194 187 182 178 175 172 169 16722 G' 17.2 17.9 18.5 19.0 19.4 19.7 20.0 20.3

0.0295" 24" S 158 152 147 143 139 137 134 132G' 16.8 17.4 17.9 18.3 18.6 18.9 19.1 19.4

30" S 137 131 126 122 118 115 113 111G' 16.4 17.0 17.4 17.7 18.0 18.2 18.4 18.6

36" S 123 117 112 108 104 101 99 97G' 16.2 16.6 17.0 17.3 17.5 17.7 17.9 18.0

6" S 574 566 560 556 552 548 546 543G' 26.6 27.7 28.7 29.5 30.2 30.9 31.4 31.9

12" S 318 310 304 299 295 292 289 287G' 25.3 26.2 27.0 27.7 28.2 28.7 29.1 29.4

18" S 232 225 219 214 210 207 204 20220 G' 24.5 25.3 25.9 26.4 26.8 27.2 27.4 27.7

0.0358" 24" S 189 182 176 171 167 164 161 159G' 23.9 24.6 25.1 25.5 25.8 26.1 26.3 26.4

30" S 164 156 150 146 142 138 136 133G' 23.5 24.1 24.5 24.8 25.1 25.2 25.4 25.5

36" S 147 139 133 129 125 121 119 116G' 23.2 23.7 24.1 24.3 24.5 24.6 24.7 24.7

6" S 763 750 742 736 731 726 723 720G' 44.8 46.3 47.6 48.7 49.6 50.4 51.0 51.6

12" S 424 411 403 397 391 387 383 380G' 41.7 42.8 43.6 44.3 44.9 45.4 45.8 46.1

18" S 311 298 290 283 278 274 270 26718 G' 39.8 40.6 41.2 41.6 41.9 42.2 42.4 42.5

0.0474" 24" S 254 241 233 227 222 217 214 211G' 38.5 39.1 39.4 39.7 39.8 39.9 40.0 40.0

30" S 220 207 199 193 188 184 180 177G' 37.6 38.0 38.2 38.3 38.3 38.3 38.2 38.1

36" S 197 185 177 170 165 161 157 154G' 36.9 37.2 37.3 37.2 37.1 37.0 36.8 36.7

6" S 966 949 937 929 922 917 912 908G' 72.0 74.1 75.8 77.2 78.4 79.4 80.3 81.0

12" S 538 521 509 501 494 489 484 480G' 65.1 66.3 67.2 67.9 68.4 68.8 69.2 69.5

18" S 396 379 366 358 351 346 341 33716 G' 61.1 61.7 62.0 62.2 62.4 62.4 62.4 62.4

0.0598" 24" S 324 307 295 287 280 275 270 266G' 58.4 58.6 58.6 58.5 58.3 58.1 57.9 57.6

30" S 281 265 252 244 237 232 227 223G' 56.6 56.5 56.2 55.8 55.4 55.0 54.6 54.2

36" S 253 236 223 215 209 203 199 195G' 55.2 54.9 54.4 53.8 53.3 52.7 52.1 51.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 553 536 524 514 505 498 493 488G' 18.7 19.7 20.5 21.2 21.8 22.4 22.8 23.2

12" S 341 325 313 303 294 287 282 277G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.7

18" S 271 255 242 232 224 217 211 20622 G' 17.5 18.2 18.8 19.3 19.7 20.1 20.4 20.7

0.0295" 24" S 236 220 207 197 189 182 176 171G' 17.2 17.8 18.3 18.8 19.1 19.4 19.6 19.9

30" S 215 199 186 176 168 161 155 150G' 16.9 17.5 18.0 18.3 18.6 18.9 19.1 19.2

36" S 201 184 172 162 153 147 141 136G' 16.7 17.3 17.7 18.0 18.3 18.4 18.6 18.7

6" S 659 640 626 615 606 598 591 586G' 26.8 28.0 28.9 29.8 30.5 31.1 31.6 32.1

12" S 402 384 370 359 349 342 335 330G' 25.8 26.8 27.6 28.2 28.7 29.2 29.6 29.9

18" S 317 299 285 273 264 256 250 24420 G' 25.2 26.1 26.7 27.2 27.7 28.0 28.3 28.5

0.0358" 24" S 274 256 242 231 221 214 207 201G' 24.8 25.6 26.1 26.6 26.9 27.2 27.4 27.6

30" S 249 230 216 205 196 188 181 176G' 24.6 25.2 25.7 26.1 26.4 26.6 26.7 26.8

36" S 232 213 199 188 179 171 164 159G' 24.4 25.0 25.4 25.7 26.0 26.1 26.2 26.3

6" S 877 850 831 816 803 793 784 777G' 45.3 46.9 48.2 49.2 50.1 50.9 51.5 52.1

12" S 538 511 492 477 464 454 445 437G' 42.9 44.0 44.9 45.6 46.1 46.6 47.0 47.3

18" S 425 398 379 363 351 341 332 32418 G' 41.5 42.3 43.0 43.4 43.7 44.0 44.2 44.3

0.0474" 24" S 368 341 322 307 294 284 275 268G' 40.6 41.3 41.7 42.0 42.1 42.2 42.3 42.3

30" S 334 307 288 273 261 250 241 234G' 40.0 40.5 40.8 40.9 41.0 41.0 40.9 40.8

36" S 312 285 266 250 238 228 219 211G' 39.5 39.9 40.1 40.2 40.1 40.0 39.8 39.7

6" S 1113 1078 1051 1031 1016 1002 991 981G' 73.3 75.4 77.1 78.4 79.6 80.5 81.4 82.1

12" S 685 650 623 603 588 574 563 553G' 67.7 68.9 69.8 70.5 71.0 71.3 71.6 71.9

18" S 542 507 480 461 445 432 420 41116 G' 64.7 65.3 65.7 65.9 66.0 66.0 65.9 65.8

0.0598" 24" S 471 436 409 389 374 360 349 339G' 62.8 63.1 63.1 63.0 62.8 62.5 62.2 61.9

30" S 428 393 366 347 331 318 306 297G' 61.4 61.5 61.3 60.9 60.5 60.0 59.6 59.1

36" S 400 364 338 318 302 289 278 268G' 60.5 60.3 59.9 59.4 58.8 58.2 57.6 57.0

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Table 59

Versa-Dek® S ES AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 67 of 77

Page 68: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 549 538 529 521 515 510 505 502G' 18.7 19.6 20.4 21.1 21.8 22.3 22.8 23.2

12" S 306 299 294 290 287 284 282 280G' 17.8 18.7 19.3 19.9 20.4 20.9 21.2 21.6

18" S 222 215 210 206 203 200 197 19522 G' 17.3 18.0 18.6 19.1 19.5 19.8 20.1 20.4

0.0295" 24" S 179 173 168 164 160 158 155 153G' 16.9 17.5 18.0 18.4 18.7 19.0 19.3 19.5

30" S 154 147 142 138 135 132 130 128G' 16.6 17.1 17.5 17.9 18.2 18.4 18.6 18.8

36" S 137 131 126 121 118 115 113 111G' 16.3 16.8 17.2 17.5 17.7 17.9 18.1 18.2

6" S 624 611 601 593 586 580 575 571G' 26.4 27.6 28.6 29.4 30.1 30.7 31.3 31.8

12" S 369 361 355 351 347 344 341 339G' 24.9 25.9 26.6 27.3 27.8 28.3 28.7 29.0

18" S 267 259 253 248 244 241 238 23620 G' 23.9 24.7 25.3 25.8 26.2 26.6 26.9 27.1

0.0358" 24" S 215 208 202 197 193 190 187 185G' 23.2 23.9 24.3 24.7 25.0 25.3 25.5 25.7

30" S 185 177 171 166 162 159 156 154G' 22.7 23.2 23.6 23.9 24.1 24.3 24.4 24.5

36" S 164 156 151 146 142 139 136 134G' 22.3 22.7 23.0 23.2 23.4 23.5 23.6 23.6

6" S 816 799 786 775 766 759 753 747G' 44.4 46.0 47.3 48.3 49.3 50.0 50.7 51.3

12" S 490 478 470 464 459 455 451 448G' 40.9 41.9 42.8 43.5 44.1 44.6 45.0 45.4

18" S 354 342 335 328 323 319 315 31218 G' 38.6 39.3 39.9 40.3 40.7 41.0 41.2 41.4

0.0474" 24" S 287 275 267 260 255 251 247 244G' 37.0 37.5 37.8 38.1 38.2 38.4 38.4 38.5

30" S 246 234 226 220 215 210 207 204G' 35.8 36.1 36.3 36.4 36.4 36.4 36.4 36.3

36" S 219 207 199 193 188 183 180 177G' 34.9 35.1 35.1 35.1 35.0 34.9 34.7 34.6

6" S 1017 995 978 965 954 945 937 930G' 71.2 73.3 75.1 76.5 77.7 78.7 79.6 80.4

12" S 620 605 593 585 579 573 569 565G' 63.3 64.5 65.4 66.2 66.7 67.2 67.6 68.0

18" S 449 433 422 414 407 402 397 39416 G' 58.5 59.1 59.5 59.8 59.9 60.1 60.1 60.2

0.0598" 24" S 363 348 336 328 322 316 312 308G' 55.3 55.4 55.5 55.4 55.3 55.2 55.0 54.9

30" S 312 296 285 277 270 265 261 257G' 53.0 52.8 52.6 52.3 51.9 51.6 51.3 51.0

36" S 278 262 251 243 236 231 226 222G' 51.2 50.8 50.4 49.9 49.4 48.9 48.5 48.0

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 615 602 591 583 576 570 565 536*G' 18.8 19.7 20.5 21.2 21.8 22.4 22.9 23.3

12" S 362 348 338 329 323 317 312 308G' 18.1 18.9 19.6 20.2 20.7 21.1 21.5 21.8

18" S 277 264 253 245 238 232 228 22322 G' 17.6 18.4 19.0 19.4 19.9 20.2 20.5 20.8

0.0295" 24" S 235 222 211 203 196 190 185 181G' 17.3 18.0 18.5 18.9 19.3 19.6 19.8 20.0

30" S 210 196 186 177 171 165 160 156G' 17.1 17.7 18.2 18.5 18.8 19.1 19.3 19.4

36" S 193 179 169 161 154 148 143 139G' 16.9 17.5 17.9 18.2 18.5 18.7 18.8 19.0

6" S 737 713 691 674 660 648 638 630G' 26.6 27.8 28.7 29.6 30.3 30.9 31.4 31.9

12" S 429 414 402 393 385 379 373 369G' 25.3 26.3 27.1 27.7 28.2 28.7 29.1 29.4

18" S 327 312 300 290 283 276 271 26620 G' 24.6 25.3 26.0 26.5 26.9 27.2 27.5 27.8

0.0358" 24" S 276 260 249 239 231 225 220 215G' 24.0 24.7 25.2 25.6 25.9 26.2 26.4 26.5

30" S 245 230 218 208 201 194 189 184G' 23.6 24.2 24.6 25.0 25.2 25.4 25.5 25.6

36" S 224 209 197 188 180 174 168 164G' 23.3 23.8 24.2 24.5 24.6 24.7 24.8 24.9

6" S 969 932 904 881 863 848 835 823G' 44.8 46.4 47.7 48.7 49.6 50.4 51.1 51.7

12" S 569 547 532 519 509 501 493 487G' 41.8 42.9 43.8 44.5 45.0 45.5 45.9 46.2

18" S 433 411 396 383 373 365 358 35218 G' 40.0 40.7 41.3 41.8 42.1 42.3 42.5 42.7

0.0474" 24" S 365 343 328 316 305 297 290 284G' 38.7 39.3 39.7 39.9 40.1 40.1 40.2 40.2

30" S 325 303 287 275 265 256 249 243G' 37.8 38.2 38.4 38.5 38.6 38.5 38.5 38.4

36" S 297 276 260 248 238 229 222 216G' 37.2 37.4 37.5 37.5 37.4 37.3 37.1 36.9

6" S 1206 1161 1126 1097 1074 1055 1039 1025G' 72.1 74.2 75.9 77.3 78.5 79.5 80.4 81.1

12" S 718 690 669 654 641 630 621 614G' 65.3 66.5 67.4 68.1 68.6 69.0 69.4 69.7

18" S 547 519 498 482 470 459 450 44316 G' 61.4 62.0 62.4 62.6 62.7 62.7 62.7 62.7

0.0598" 24" S 461 433 412 397 384 374 365 357G' 58.8 59.0 59.0 58.9 58.7 58.5 58.3 58.0

30" S 410 382 361 345 333 322 313 306G' 57.0 56.9 56.7 56.3 55.9 55.5 55.0 54.6

36" S 375 348 327 311 299 288 279 271G' 55.7 55.4 54.9 54.3 53.8 53.2 52.6 52.1

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 60

Versa-Dek® LS ES AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 68 of 77

Page 69: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 804 787 774 763 755 729* 621* 536*G' 19.4 20.4 21.3 22.1 22.8 23.4 24.0 24.4

12" S 767 748 733 721 710 702 621* 536*G' 18.9 19.9 20.7 21.5 22.1 22.6 23.1 23.6

18" S 563 548 537 528 520 514 509 50422 G' 18.5 19.5 20.2 20.9 21.5 22.0 22.4 22.8

0.0295" 24" S 452 437 426 417 409 403 398 393G' 18.2 19.1 19.8 20.5 21.0 21.4 21.9 22.2

30" S 385 370 359 350 342 336 331 326G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.7

36" S 341 326 314 305 298 292 286 282G' 17.8 18.6 19.2 19.7 20.2 20.6 20.9 21.2

6" S 880 862 847 835 826 818 811 715*G' 27.8 29.1 30.2 31.2 32.0 32.7 33.4 34.0

12" S 880 862 847 835 826 818 811 715*G' 27.0 28.2 29.2 30.1 30.8 31.5 32.0 32.5

18" S 687 669 655 644 636 628 622 61620 G' 26.4 27.5 28.4 29.2 29.9 30.4 30.9 31.4

0.0358" 24" S 551 533 519 508 499 492 485 480G' 25.9 27.0 27.8 28.5 29.1 29.6 30.0 30.4

30" S 469 451 437 426 417 410 404 398G' 25.6 26.5 27.3 27.9 28.5 28.9 29.3 29.6

36" S 414 397 383 372 363 355 349 344G' 25.3 26.2 26.9 27.5 27.9 28.3 28.7 29.0

6" S 1186 1161 1141 1125 1113 1102 1093 1085G' 47.8 49.7 51.3 52.7 53.8 54.8 55.7 56.5

12" S 1186 1161 1141 1125 1113 1102 1093 1085G' 45.8 47.5 48.8 49.9 50.9 51.7 52.5 53.1

18" S 928 901 883 868 856 846 837 83018 G' 44.3 45.8 46.9 47.9 48.7 49.4 49.9 50.5

0.0474" 24" S 744 718 699 684 672 662 654 646G' 43.2 44.5 45.5 46.3 46.9 47.5 48.0 48.4

30" S 634 608 589 574 562 552 544 536G' 42.4 43.5 44.3 45.0 45.5 46.0 46.3 46.6

36" S 561 534 516 501 489 479 470 463G' 41.7 42.6 43.4 43.9 44.4 44.7 45.0 45.2

6" S 1523 1491 1466 1446 1429 1416 1404 1394G' 79.3 82.1 84.5 86.5 88.2 89.7 91.0 92.1

12" S 1523 1491 1466 1446 1429 1416 1404 1394G' 74.4 76.7 78.6 80.1 81.4 82.5 83.5 84.3

18" S 1195 1161 1134 1115 1100 1087 1076 106616 G' 71.0 72.8 74.3 75.4 76.4 77.2 77.9 78.5

0.0598" 24" S 959 925 898 879 864 851 840 830G' 68.5 70.0 71.1 71.9 72.6 73.2 73.6 74.0

30" S 818 783 757 738 722 709 698 689G' 66.6 67.8 68.6 69.2 69.7 70.0 70.3 70.5

36" S 723 689 662 643 628 615 604 595G' 65.1 66.0 66.6 67.0 67.3 67.4 67.5 67.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 954 918 890 868 850 729* 621* 536*G' 19.4 20.5 21.4 22.1 22.8 23.4 24.0 24.5

12" S 863 839 820 805 792 729* 621* 536*G' 19.0 19.9 20.8 21.5 22.1 22.7 23.2 23.6

18" S 641 616 597 582 570 559 551 536*22 G' 18.6 19.6 20.3 21.0 21.6 22.1 22.5 22.9

0.0295" 24" S 529 505 486 471 458 448 439 432G' 18.4 19.2 20.0 20.6 21.1 21.6 22.0 22.4

30" S 463 438 419 404 392 381 373 365G' 18.2 19.0 19.7 20.3 20.8 21.2 21.6 21.9

36" S 418 394 375 360 347 337 328 321G' 18.0 18.8 19.4 20.0 20.4 20.8 21.2 21.5

6" S 1044 1005 975 950 930 914 829* 715*G' 27.8 29.2 30.3 31.2 32.1 32.8 33.4 34.0

12" S 1044 1005 975 950 930 914 829* 715*G' 27.1 28.4 29.4 30.2 31.0 31.6 32.2 32.7

18" S 772 743 721 704 689 678 667 65920 G' 26.7 27.8 28.7 29.5 30.1 30.7 31.2 31.6

0.0358" 24" S 635 607 585 568 553 541 531 522G' 26.3 27.3 28.2 28.9 29.5 30.0 30.4 30.8

30" S 554 525 503 486 471 459 449 441G' 26.0 27.0 27.8 28.4 29.0 29.4 29.8 30.1

36" S 499 471 449 431 417 405 395 386G' 25.8 26.7 27.5 28.1 28.5 29.0 29.3 29.6

6" S 1407 1354 1313 1280 1253 1231 1212 1087*G' 48.0 49.9 51.5 52.8 54.0 55.0 55.8 56.6

12" S 1407 1354 1313 1280 1253 1231 1212 1087*G' 46.2 47.8 49.2 50.3 51.3 52.1 52.8 53.4

18" S 1042 1001 972 948 929 913 899 88718 G' 45.0 46.4 47.6 48.5 49.3 50.0 50.6 51.1

0.0474" 24" S 859 818 788 764 745 729 715 704G' 44.1 45.4 46.4 47.2 47.8 48.4 48.8 49.2

30" S 748 708 678 654 635 619 605 593G' 43.4 44.5 45.4 46.1 46.6 47.1 47.4 47.7

36" S 675 634 605 581 561 545 532 520G' 42.9 43.9 44.7 45.2 45.7 46.0 46.3 46.5

6" S 1807 1739 1687 1645 1610 1581 1557 1536*G' 79.6 82.5 84.8 86.8 88.5 90.0 91.3 92.4

12" S 1807 1739 1687 1645 1610 1581 1557 1536*G' 75.3 77.6 79.4 81.0 82.2 83.3 84.3 85.1

18" S 1342 1289 1249 1218 1193 1172 1155 114016 G' 72.5 74.3 75.7 76.9 77.8 78.6 79.2 79.8

0.0598" 24" S 1106 1053 1013 982 957 937 919 904G' 70.4 71.9 73.0 73.9 74.5 75.1 75.5 75.8

30" S 965 912 871 841 816 795 777 762G' 68.9 70.1 71.0 71.6 72.0 72.3 72.6 72.7

36" S 870 817 777 746 721 701 683 668G' 67.7 68.7 69.3 69.8 70.0 70.2 70.2 70.3

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 61

Versa-Dek® LS ES AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 69 of 77

Page 70: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 4

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 475 469 463 459 456 453 451 449G' 18.7 19.6 20.4 21.1 21.7 22.3 22.7 23.2

12" S 264 257 252 248 245 242 240 238G' 17.8 18.6 19.3 19.9 20.4 20.8 21.2 21.5

18" S 194 187 182 178 175 172 169 16722 G' 17.2 17.9 18.5 19.0 19.4 19.7 20.0 20.3

0.0295" 24" S 158 152 147 143 139 137 134 132G' 16.8 17.4 17.9 18.3 18.6 18.9 19.1 19.4

30" S 137 131 126 122 118 115 113 111G' 16.4 17.0 17.4 17.7 18.0 18.2 18.4 18.6

36" S 123 117 112 108 104 101 99 97G' 16.2 16.6 17.0 17.3 17.5 17.7 17.9 18.0

6" S 574 566 560 556 552 548 546 543G' 26.6 27.7 28.7 29.5 30.2 30.9 31.4 31.9

12" S 318 310 304 299 295 292 289 287G' 25.3 26.2 27.0 27.7 28.2 28.7 29.1 29.4

18" S 232 225 219 214 210 207 204 20220 G' 24.5 25.3 25.9 26.4 26.8 27.2 27.4 27.7

0.0358" 24" S 189 182 176 171 167 164 161 159G' 23.9 24.6 25.1 25.5 25.8 26.1 26.3 26.4

30" S 164 156 150 146 142 138 136 133G' 23.5 24.1 24.5 24.8 25.1 25.2 25.4 25.5

36" S 147 139 133 129 125 121 119 116G' 23.2 23.7 24.1 24.3 24.5 24.6 24.7 24.7

6" S 763 750 742 736 731 726 723 720G' 44.8 46.3 47.6 48.7 49.6 50.4 51.0 51.6

12" S 424 411 403 397 391 387 383 380G' 41.7 42.8 43.6 44.3 44.9 45.4 45.8 46.1

18" S 311 298 290 283 278 274 270 26718 G' 39.8 40.6 41.2 41.6 41.9 42.2 42.4 42.5

0.0474" 24" S 254 241 233 227 222 217 214 211G' 38.5 39.1 39.4 39.7 39.8 39.9 40.0 40.0

30" S 220 207 199 193 188 184 180 177G' 37.6 38.0 38.2 38.3 38.3 38.3 38.2 38.1

36" S 197 185 177 170 165 161 157 154G' 36.9 37.2 37.3 37.2 37.1 37.0 36.8 36.7

6" S 966 949 937 929 922 917 912 908G' 72.0 74.1 75.8 77.2 78.4 79.4 80.3 81.0

12" S 538 521 509 501 494 489 484 480G' 65.1 66.3 67.2 67.9 68.4 68.8 69.2 69.5

18" S 396 379 366 358 351 346 341 33716 G' 61.1 61.7 62.0 62.2 62.4 62.4 62.4 62.4

0.0598" 24" S 324 307 295 287 280 275 270 266G' 58.4 58.6 58.6 58.5 58.3 58.1 57.9 57.6

30" S 281 265 252 244 237 232 227 223G' 56.6 56.5 56.2 55.8 55.4 55.0 54.6 54.2

36" S 253 236 223 215 209 203 199 195G' 55.2 54.9 54.4 53.8 53.3 52.7 52.1 51.6

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 8

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 7' - 0" 8' - 0" 9' - 0" 10' - 0" 11' - 0" 12' - 0" 13' - 0" 14' - 0"

6" S 553 536 524 514 505 498 493 488G' 18.7 19.7 20.5 21.2 21.8 22.4 22.8 23.2

12" S 341 325 313 303 294 287 282 277G' 18.0 18.8 19.5 20.1 20.6 21.0 21.4 21.7

18" S 271 255 242 232 224 217 211 20622 G' 17.5 18.2 18.8 19.3 19.7 20.1 20.4 20.7

0.0295" 24" S 236 220 207 197 189 182 176 171G' 17.2 17.8 18.3 18.8 19.1 19.4 19.6 19.9

30" S 215 199 186 176 168 161 155 150G' 16.9 17.5 18.0 18.3 18.6 18.9 19.1 19.2

36" S 201 184 172 162 153 147 141 136G' 16.7 17.3 17.7 18.0 18.3 18.4 18.6 18.7

6" S 659 640 626 615 606 598 591 586G' 26.8 28.0 28.9 29.8 30.5 31.1 31.6 32.1

12" S 402 384 370 359 349 342 335 330G' 25.8 26.8 27.6 28.2 28.7 29.2 29.6 29.9

18" S 317 299 285 273 264 256 250 24420 G' 25.2 26.1 26.7 27.2 27.7 28.0 28.3 28.5

0.0358" 24" S 274 256 242 231 221 214 207 201G' 24.8 25.6 26.1 26.6 26.9 27.2 27.4 27.6

30" S 249 230 216 205 196 188 181 176G' 24.6 25.2 25.7 26.1 26.4 26.6 26.7 26.8

36" S 232 213 199 188 179 171 164 159G' 24.4 25.0 25.4 25.7 26.0 26.1 26.2 26.3

6" S 877 850 831 816 803 793 784 777G' 45.3 46.9 48.2 49.2 50.1 50.9 51.5 52.1

12" S 538 511 492 477 464 454 445 437G' 42.9 44.0 44.9 45.6 46.1 46.6 47.0 47.3

18" S 425 398 379 363 351 341 332 32418 G' 41.5 42.3 43.0 43.4 43.7 44.0 44.2 44.3

0.0474" 24" S 368 341 322 307 294 284 275 268G' 40.6 41.3 41.7 42.0 42.1 42.2 42.3 42.3

30" S 334 307 288 273 261 250 241 234G' 40.0 40.5 40.8 40.9 41.0 41.0 40.9 40.8

36" S 312 285 266 250 238 228 219 211G' 39.5 39.9 40.1 40.2 40.1 40.0 39.8 39.7

6" S 1113 1078 1051 1031 1016 1002 991 981G' 73.3 75.4 77.1 78.4 79.6 80.5 81.4 82.1

12" S 685 650 623 603 588 574 563 553G' 67.7 68.9 69.8 70.5 71.0 71.3 71.6 71.9

18" S 542 507 480 461 445 432 420 41116 G' 64.7 65.3 65.7 65.9 66.0 66.0 65.9 65.8

0.0598" 24" S 471 436 409 389 374 360 349 339G' 62.8 63.1 63.1 63.0 62.8 62.5 62.2 61.9

30" S 428 393 366 347 331 318 306 297G' 61.4 61.5 61.3 60.9 60.5 60.0 59.6 59.1

36" S 400 364 338 318 302 289 278 268G' 60.5 60.3 59.9 59.4 58.8 58.2 57.6 57.0

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case).The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional information.Fy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

SIDELAP CONNECTION: ATTACHMENT PATTERN:

Versa-Dek® LS ES AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

Table 62

SUPPORT CONNECTION:

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

GAGE

ESR-1169 | Most Widely Accepted and Trusted Page 70 of 77

Page 71: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 533 523 516 511 507 504 501 499G' 8.9 10.1 11.2 12.0 12.8 13.4 14.0 14.5

12" S 384 366 353 344 337 332 327 323G' 8.7 9.9 10.8 11.6 12.3 12.9 13.4 13.8

18" S 305 285 272 262 255 250 245 24220 G' 8.6 9.7 10.5 11.3 11.9 12.4 12.9 13.3

0.0358" 24" S 254 234 221 211 204 199 194 190G' 8.5 9.5 10.3 11.0 11.6 12.0 12.5 12.8

30" S 223 203 190 180 173 168 163 160G' 8.4 9.3 10.1 10.8 11.3 11.7 12.1 12.4

36" S 203 183 169 160 153 147 143 139G' 8.3 9.2 10.0 10.6 11.1 11.5 11.8 12.1

6" S 701 688 679 672 667 663 660 657G' 15.7 17.5 19.0 20.2 21.2 22.1 22.9 23.5

12" S 505 482 465 454 444 437 432 427G' 15.1 16.8 18.1 19.2 20.1 20.8 21.5 22.0

18" S 403 377 359 347 337 330 324 31918 G' 14.8 16.3 17.5 18.4 19.2 19.8 20.4 20.8

0.0474" 24" S 335 309 291 279 270 262 256 252G' 14.5 15.9 16.9 17.8 18.4 19.0 19.5 19.9

30" S 294 268 251 238 229 222 216 211G' 14.2 15.5 16.5 17.2 17.8 18.3 18.7 19.1

36" S 267 241 224 211 202 194 189 184G' 14.0 15.2 16.1 16.8 17.3 17.8 18.1 18.4

6" S 877 861 850 842 836 831 827 824G' 25.1 27.6 29.7 31.3 32.7 33.8 34.8 35.7

12" S 634 605 584 570 558 549 542 536G' 23.9 26.1 27.8 29.2 30.3 31.2 32.0 32.7

18" S 507 474 452 437 425 416 408 40216 G' 23.0 25.0 26.4 27.6 28.5 29.2 29.8 30.4

0.0598" 24" S 421 388 367 351 339 330 323 317G' 22.4 24.1 25.4 26.3 27.1 27.7 28.1 28.5

30" S 370 337 315 300 288 279 272 266G' 21.9 23.4 24.5 25.3 25.9 26.4 26.8 27.1

36" S 336 303 281 265 254 245 237 231G' 21.5 22.9 23.8 24.5 25.0 25.4 25.6 25.9

Hilti X-ENP-19-L15 S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 634 608 590 578 569 561 555 551G' 8.9 10.2 11.2 12.0 12.8 13.4 14.0 14.5

12" S 437 411 394 382 372 365 359 355G' 8.8 9.9 10.9 11.7 12.3 12.9 13.4 13.9

18" S 334 308 291 279 270 263 257 25220 G' 8.6 9.7 10.6 11.4 12.0 12.5 13.0 13.4

0.0358" 24" S 283 257 240 228 219 211 206 201G' 8.5 9.6 10.4 11.1 11.7 12.2 12.6 13.0

30" S 252 227 209 197 188 181 175 170G' 8.5 9.5 10.3 10.9 11.5 11.9 12.3 12.6

36" S 232 206 189 177 167 160 154 150G' 8.4 9.4 10.2 10.8 11.3 11.7 12.0 12.3

6" S 829 795 772 756 744 734 726 720G' 15.7 17.5 19.0 20.3 21.3 22.2 22.9 23.6

12" S 577 543 520 504 492 483 475 469G' 15.2 16.9 18.2 19.3 20.2 20.9 21.6 22.1

18" S 441 407 385 368 356 347 340 33318 G' 14.9 16.4 17.6 18.6 19.4 20.0 20.6 21.0

0.0474" 24" S 373 339 317 301 289 279 272 266G' 14.7 16.1 17.2 18.0 18.7 19.3 19.8 20.2

30" S 332 299 276 260 248 238 231 225G' 14.5 15.8 16.8 17.6 18.2 18.7 19.1 19.4

36" S 305 271 249 233 221 211 204 198G' 14.4 15.6 16.5 17.2 17.8 18.2 18.6 18.8

6" S 1032 990 961 941 926 914 904 897G' 25.1 27.7 29.8 31.4 32.8 33.9 34.9 35.7

12" S 725 683 655 635 620 608 599 591G' 24.1 26.3 28.1 29.4 30.5 31.4 32.2 32.9

18" S 554 512 484 464 449 437 427 42016 G' 23.4 25.4 26.8 28.0 28.9 29.6 30.2 30.7

0.0598" 24" S 469 426 398 378 363 351 342 334G' 22.9 24.6 25.9 26.9 27.6 28.2 28.7 29.1

30" S 417 375 347 327 312 300 290 283G' 22.5 24.1 25.2 26.0 26.6 27.1 27.5 27.8

36" S 383 341 313 292 277 266 256 249G' 22.2 23.6 24.6 25.3 25.8 26.2 26.5 26.7

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 2.50 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case)The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for fasteners.Other: Phi = .65 for LRFD and SF = 2.50 for ASD for fasteners.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional informationFy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 63

Versa-Dek® 3.5 LS AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 71 of 77

Page 72: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 794 777 766 758 752 747 743 618*G' 9.1 10.3 11.4 12.3 13.1 13.8 14.4 14.9

12" S 751 733 721 711 704 698 694 618*G' 9.0 10.2 11.2 12.1 12.9 13.5 14.1 14.6

18" S 633 607 589 575 565 557 550 54420 G' 8.9 10.1 11.1 11.9 12.7 13.3 13.9 14.3

0.0358" 24" S 555 525 503 487 475 465 457 451G' 8.8 10.0 11.0 11.8 12.5 13.1 13.6 14.1

30" S 502 468 444 427 413 403 394 387G' 8.8 9.9 10.9 11.7 12.3 12.9 13.4 13.9

36" S 462 424 399 381 367 357 349 342G' 8.7 9.8 10.8 11.5 12.2 12.7 13.2 13.6

6" S 1070 1047 1032 1021 1013 1006 1001 939*G' 16.1 18.0 19.6 21.0 22.1 23.1 23.9 24.6

12" S 1012 988 971 958 949 941 935 929G' 15.8 17.7 19.2 20.5 21.5 22.4 23.2 23.9

18" S 853 818 793 775 761 750 741 73318 G' 15.6 17.4 18.8 20.0 21.0 21.9 22.6 23.2

0.0474" 24" S 748 707 677 656 639 626 616 607G' 15.4 17.1 18.5 19.6 20.6 21.4 22.0 22.6

30" S 676 630 598 575 557 542 531 521G' 15.3 16.9 18.2 19.3 20.2 20.9 21.6 22.1

36" S 622 571 537 513 495 481 469 460G' 15.1 16.7 18.0 19.0 19.8 20.5 21.1 21.6

6" S 1374 1345 1325 1311 1301 1293 1286 1281G' 26.0 28.9 31.1 33.0 34.5 35.8 37.0 37.9

12" S 1300 1269 1247 1231 1219 1209 1201 1194G' 25.4 28.1 30.2 31.9 33.3 34.5 35.5 36.4

18" S 1095 1051 1019 996 978 963 952 94216 G' 25.0 27.5 29.4 31.0 32.3 33.4 34.3 35.1

0.0598" 24" S 961 908 870 843 821 805 791 780G' 24.6 27.0 28.8 30.3 31.4 32.4 33.2 34.0

30" S 869 810 769 738 715 697 682 670G' 24.3 26.5 28.3 29.6 30.7 31.6 32.3 33.0

36" S 799 734 690 659 636 618 603 591G' 24.0 26.2 27.8 29.1 30.1 30.9 31.6 32.1

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)1-1/2" Long Fillet Welds G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 894 857 832 815 802 791 747* 618*G' 9.1 10.3 11.4 12.3 13.1 13.8 14.4 15.0

12" S 894 857 832 815 802 791 747* 618*G' 9.0 10.2 11.3 12.1 12.9 13.6 14.1 14.6

18" S 772 726 694 671 654 640 629 618*20 G' 8.9 10.1 11.1 12.0 12.7 13.3 13.9 14.4

0.0358" 24" S 639 593 563 541 524 511 501 493G' 8.8 10.0 11.0 11.8 12.5 13.1 13.7 14.1

30" S 557 511 481 459 442 430 419 411G' 8.8 9.9 10.9 11.7 12.4 13.0 13.5 13.9

36" S 503 457 426 404 388 375 365 357G' 8.8 9.9 10.8 11.6 12.2 12.8 13.3 13.7

6" S 1204 1154 1121 1098 1080 1066 1055 939*G' 16.1 18.1 19.7 21.0 22.1 23.1 23.9 24.6

12" S 1204 1154 1121 1098 1080 1066 1055 939*G' 15.8 17.7 19.2 20.5 21.5 22.4 23.2 23.9

18" S 1040 978 935 904 881 863 848 83618 G' 15.6 17.4 18.9 20.1 21.1 21.9 22.6 23.3

0.0474" 24" S 861 799 758 728 706 689 675 664G' 15.5 17.2 18.6 19.7 20.7 21.4 22.1 22.7

30" S 751 689 647 618 596 579 565 554G' 15.3 17.0 18.3 19.4 20.3 21.0 21.7 22.2

36" S 677 615 574 545 522 505 492 480G' 15.2 16.9 18.1 19.1 20.0 20.7 21.3 21.8

6" S 1547 1483 1440 1410 1387 1369 1355 1329*G' 26.1 28.9 31.2 33.0 34.6 35.9 37.0 37.9

12" S 1547 1483 1440 1410 1387 1369 1355 1329*G' 25.5 28.2 30.3 32.0 33.4 34.6 35.6 36.5

18" S 1336 1256 1201 1162 1132 1108 1089 107416 G' 25.1 27.6 29.6 31.2 32.5 33.5 34.4 35.2

0.0598" 24" S 1106 1026 973 936 907 885 867 853G' 24.8 27.2 29.0 30.5 31.7 32.7 33.5 34.2

30" S 964 885 832 794 766 743 726 711G' 24.5 26.8 28.6 29.9 31.0 31.9 32.7 33.3

36" S 870 790 737 700 671 649 631 617G' 24.3 26.5 28.2 29.4 30.4 31.3 31.9 32.5

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case)The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional informationFy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 64

Versa-Dek® 3.5 LS AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 72 of 77

Page 73: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 3

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 576 555 540 530 522 516 510 506G' 8.9 10.1 11.2 12.0 12.8 13.4 14.0 14.5

12" S 375 351 336 324 316 309 304 300G' 8.7 9.9 10.8 11.6 12.3 12.9 13.4 13.8

18" S 290 266 250 239 231 224 219 21420 G' 8.6 9.7 10.5 11.3 11.9 12.4 12.9 13.3

0.0358" 24" S 247 223 208 196 188 181 176 172G' 8.5 9.5 10.3 11.0 11.6 12.1 12.5 12.8

30" S 221 198 182 171 162 156 150 146G' 8.4 9.4 10.1 10.8 11.3 11.7 12.1 12.4

36" S 204 181 165 154 145 139 133 129G' 8.3 9.2 10.0 10.6 11.1 11.5 11.8 12.1

6" S 768 740 720 706 695 686 679 673G' 15.7 17.5 19.0 20.2 21.2 22.1 22.9 23.5

12" S 498 467 446 430 419 410 403 397G' 15.1 16.8 18.1 19.2 20.1 20.8 21.5 22.0

18" S 385 354 332 317 306 297 290 28418 G' 14.8 16.3 17.5 18.4 19.2 19.8 20.4 20.9

0.0474" 24" S 329 297 276 261 249 241 234 228G' 14.5 15.9 16.9 17.8 18.5 19.0 19.5 19.9

30" S 295 263 242 227 216 207 200 194G' 14.3 15.5 16.5 17.3 17.9 18.4 18.8 19.1

36" S 272 241 219 204 193 184 177 171G' 14.1 15.3 16.2 16.8 17.4 17.8 18.1 18.4

6" S 976 940 914 896 882 870 861 854G' 25.1 27.7 29.8 31.4 32.8 33.9 34.9 35.7

12" S 631 591 564 544 530 519 510 502G' 24.1 26.3 28.0 29.4 30.5 31.4 32.2 32.9

18" S 489 448 421 402 387 376 367 36016 G' 23.4 25.3 26.8 28.0 28.9 29.6 30.2 30.7

0.0598" 24" S 417 377 350 330 316 305 296 288G' 22.9 24.6 25.9 26.9 27.6 28.2 28.7 29.1

30" S 375 334 307 288 273 262 253 246G' 22.5 24.1 25.2 26.0 26.6 27.1 27.4 27.7

36" S 346 306 278 259 245 233 224 217G' 22.2 23.6 24.6 25.3 25.8 26.2 26.4 26.7

1/2" Effective Diameter Puddle Weld S = Allowable Diaphragm Shear (lbs/ft)Screws #10 G' = Stiffness Factor (kips/in.)24 / 6

SIDE LAP DECK SPAN - C to C SUPPORT SPACING 8' - 0" 10' - 0" 12' - 0" 14' - 0" 16' - 0" 18' - 0" 20' - 0" 22' - 0"

6" S 672 640 619 604 593 584 576 569G' 8.9 10.2 11.2 12.0 12.8 13.4 14.0 14.5

12" S 416 384 363 348 336 328 320 315G' 8.8 9.9 10.9 11.7 12.3 12.9 13.4 13.9

18" S 331 299 278 262 251 242 235 22920 G' 8.6 9.7 10.6 11.4 12.0 12.5 13.0 13.4

0.0358" 24" S 288 256 235 220 208 199 192 187G' 8.5 9.6 10.4 11.1 11.7 12.2 12.6 13.0

30" S 262 231 209 194 183 174 167 161G' 8.5 9.5 10.3 10.9 11.5 11.9 12.3 12.6

36" S 245 213 192 177 166 157 150 144G' 8.4 9.4 10.2 10.8 11.3 11.7 12.0 12.3

6" S 893 850 822 801 786 774 765 755G' 15.7 17.5 19.0 20.3 21.3 22.2 22.9 23.6

12" S 554 511 482 462 447 435 425 418G' 15.2 16.9 18.2 19.3 20.2 21.0 21.6 22.2

18" S 441 398 369 349 334 322 312 30418 G' 14.9 16.5 17.7 18.6 19.4 20.0 20.6 21.1

0.0474" 24" S 384 341 313 292 277 265 256 248G' 14.7 16.1 17.2 18.1 18.8 19.3 19.8 20.2

30" S 350 307 279 259 243 231 222 214G' 14.5 15.9 16.9 17.6 18.3 18.7 19.1 19.5

36" S 328 285 256 236 221 209 199 191G' 14.4 15.7 16.6 17.3 17.8 18.3 18.6 18.9

6" S 1131 1076 1039 1013 993 978 966 956G' 25.2 27.8 29.9 31.5 32.9 34.0 35.0 35.8

12" S 703 648 611 585 566 550 538 528G' 24.4 26.6 28.4 29.7 30.9 31.8 32.5 33.2

18" S 560 505 469 442 423 408 395 38516 G' 23.8 25.8 27.3 28.5 29.4 30.2 30.8 31.3

0.0598" 24" S 489 434 397 371 352 336 324 314G' 23.4 25.3 26.6 27.6 28.4 28.9 29.4 29.8

30" S 446 391 354 328 309 293 281 271G' 23.1 24.8 26.0 26.9 27.5 28.0 28.4 28.7

36" S 417 362 326 300 280 265 253 243G' 22.9 24.5 25.6 26.3 26.9 27.3 27.5 27.7

NOTES: The nominal shear values, Sn, have been divided by a Safety Factor of 3.00 to obtain (ASD) Diaphragm Shear values, S, for seismic loading (worst case)The following Safety Factors shown are from Table D5 of 2004 Supplement AISI Specifications.Seismic: Phi = .55 for LRFD and SF = 3.00 for ASD for welds.Wind: Phi = .70 for LRFD and SF = 2.35 for ASD for welds.Other: Phi = .60 for LRFD and SF = 2.65 for ASD for welds.

Calculations are based on a ''SINGLE SPAN CONDITION''. For ''Other Span Conditions'' contact the Metal Dek Group for additional informationFy = 40 ksi and Fu = 55 ksi

* Indicates Shear Buckling controls. A Safety Factor of 2.00 was used as referenced in SDI DDM03.

GAGE FACTOR

FACTOR

SUPPORT CONNECTION: SIDELAP CONNECTION:

ATTACHMENT PATTERN:

SIDELAP CONNECTION: ATTACHMENT PATTERN:

GAGE

Table 65

Versa-Dek® 3.5 LS AcousticalAllowable Diaphragm Shear Values, S (plf) and Stiffness Factors, G' (kpi)

SUPPORT CONNECTION:

ESR-1169 | Most Widely Accepted and Trusted Page 73 of 77

Page 74: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

FIGURE 1—STEEL DECK PANEL PROFILES

ESR-1169 | Most Widely Accepted and Trusted Page 74 of 77

Page 75: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

For SI: 1 inch = 25.4 mm

FIGURE 2--STEEL DECK PANEL ATTACHMENT PATTERNS AT SUPPORT

ISD-Dek (22 & 16 GA) CFD2

CFD3 CFD3 ES N-Dek ES Interlocking & N-Dek

Versa-Dek® S ES Acoustical, Versa-Dek® LS ES Acoustical

Versa-Dek® 3.5 LS Acoustical

S-Dek HD-Dek Versa-Dek® S, Versa-Dek® LS

ISD-Dek (26 & 24 GA) SD-Dek, CFD1.5, CFD1.5 ES, F-Dek, B-Dek, B-Dek ES, B-Dek ES Interlocking

Versa-Dek® 3.5 LS

EHD-Dek SD-Dek (26 & 24 GA) Versa-Dek® S ES, Versa-Dek® LS ES

Versa-Dek® S Acoustical, Versa-Dek® LS Acoustical

30/7 Pattern

P = 212"

30" COVER WIDTH

9 16"

30/5 Pattern

30/3 Pattern

CL

2P 2P

4P 4P

PANEL

3P 3P

6P 6P

CL PANEL

4P 4P

3P 3P

P = 3 34"

30" COVER WIDTH

15 16"

30/5 Pattern

30/3 Pattern

P

2P

P

2P

30/7 Pattern

32/4 Pattern

32" COVER WIDTH

P = 4 916"

15 16"

32/3 Pattern

L PANELC

3.5P 3.5P

1.5P 1.5P

.5P

2.5P

30" COVER WIDTH

6"

11 2"

2.5P

CL PANEL

1.5P1.5P

.5P.5P

30/8 Pattern

30/6 Pattern

30/4 Pattern

30/3 Pattern

36/11 Pattern

36" COVER WIDTH

36/9 Pattern

36/7 Pattern

36/5 Pattern

36/4 Pattern

P P

2P 2P

PANELLC

3P 3P

11 2"6"

P

6"

30" COVER WIDTH

2P2P

P

11 2"

CL PANEL

30/3 Pattern

30/5 Pattern

36/6 Pattern

6"

36" COVER WIDTH

36/4 Pattern

PANELLC

11 2"

.5P .5P

1.5P 1.5P

2.5P 2.5P

Xe3

36/6 Pattern

P = 12"

36" COVER WIDTH

36/4 Pattern

2"

Xe1

Xe2

Xe3

L PANELC

Xe1

Xe2

3"

24" COVER WIDTH

P = 12"

24/3 Pattern

Xe1

CL PANEL

Xe2Xe2

Xe1

24/4 Pattern

36" COVER WIDTH

P = 12"

36/4 Pattern

3"

Xe1

Xe2

Xe3

L PANELC

Xe1

Xe2

Xe3

36/6 Pattern

24/8 Pattern

P = 8"

24" COVER WIDTH

24/6 Pattern

24/4 Pattern

PANELLC

0.5P 0.5P

1.5P 1.5P

3"

C PANELL

24.5/4 Pattern

24.5/8 Pattern

24 1/2" COVER WIDTH

C PANELL

24/8 Pattern

24" COVER WIDTH

24/4 Pattern

CL PANEL

ESR-1169 | Most Widely Accepted and Trusted Page 75 of 77

Page 76: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

For SI: 1 inch = 25.4 mm.

FIGURE 3—WELD ING AND BUTTON PUNCH DETAILS

ESR-1169 | Most Widely Accepted and Trusted Page 76 of 77

Page 77: ICC-ES Evaluation Report ESR-1169* - Metal Dek · ESR-1169 | Most Widely Accepted and Trusted Page 2 of 77 the accompanying profile drawings, have perforations in the bottom flange,

ESR-1169 | Most Widely Accepted and Trusted Page 77 of 77

PERFORATION PATTERNS OF ACOUSTICAL PROFILES

DECK TYPE PERFORATION DIAMETER (in.) PERFORATION SPACING, a

Versa-Dek® S Acoustical, Versa-Dek® LS Acoustical 0.156 31 spaces @ 0.1875” = 5.813”

Versa-Dek® S ES Acoustical, Versa-Dek® LS ES Acoustical 0.157 30 spaces @ 0.1895” = 5.685”

Versa-Dek® 3.5 LS Acoustical 0.156 46 spaces @ 0.162” = 7.452”

Versa-Dek® S Acoustical,

Versa-Dek® S ES Acoustical Versa-Dek® LS Acoustical,

Versa-Dek® LS ES Acoustical, Versa-Dek® 3.5 LS Acoustical

Versa-Dek® S Acoustical, Versa-Dek® LS Acoustical

Versa-Dek® S ES Acoustical, Versa-Dek® LS ES Acoustical

Versa-Dek® 3.5 LS Acoustical

Versa-Dek® S Acoustical,

Versa-Dek® S ES Acoustical, Versa-Dek® LS Acoustical,

Versa-Dek® LS ES Acoustical

Versa-Dek® 3.5 LS Acoustical

FIGURE 4—PERFORATION PATTERNS OF ACOUSTICAL PROFILES