3WH-36 Hi Form COMPOSITE DECK TECHNICAL MANUAL
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1 3WH-36 Hi Form COMPOSITE DECK TECHNICAL MANUAL 1 Steel Masters International (ME) FZE Jne
2 Table of Contents 1.0 GENERAL INFORMATION 1.1 General Information Fire Resistance Ratings Spport Fastening Flashings SDI Edge Form Accessories WH-36 HI FORM COMPOSITE DECK 2.1 Section Properties WH-36 Hi Form with Normal Weight Conete WH-36 Hi Form with Light Weight Conete
3 1.1 General Information General 1. 3WH-36 Hi Form composite steel deck is manfactred from galvanized steel ASTM A653 SS grade 50 or bare steel ASTM A1008 SS grade The conete slab depths noted in the tables are measred from the bottom of deck to the top of conete. 3. Sperimposed load is the load that can be applied to the composite deck in addition to the weight of the steel deck and conete. 4. The vertical load span is the clear span between spporting members. 5. No niform service load, based on an L/360 deflection limit, is shown when the load is greater than the allowable sperimposed load. 6. Shoring spans are based on the reqirements of ANSI/ SDI C-2011 which incldes the weight of the deck, conete, and kpa niform constrction load or 2.2 kn/m line load at mid span. The theoretical deflection is limited to L/180, bt not to exceed 19mm. 7. For composite steel deck assemblies that exceed the scope of the table, the performance may be determined in accordance with ANSI/SDI C a. For 3WH-36 Hi Form, the embossment shape is Type II with an embossment factor, K = 1.0, reference Eq. A2-8 in ANSI/SDI C Definition of symbols for composite deck A s I Area of reinforcing steel Cracked moment of inertia Un-acked moment of inertia ( +I )/2 Moment of inertia for determining deflection nder service load L Vertical load clear span /W Allowable flexral moment V n /W Allowable vertical shear f Factored flexral moment f V n Factored vertical shear f S n Factored diaphragm shear PAF Power actated fastener W/W Allowable sperimposed load fw Factored sperimposed load Conete and minimm reinforcing 1. The minimm 28-day compressive strength for strctral conete mst be 3,000 psi (20.68 MPa). The appropriate conete density (normal weight or strctral lightweight) is indicated in the tables. 2. The minimm reinforcing may be provided by reinforcing steel, welded wire fabric, or fibers in accordance with the following: a. Minimm steel reinforcing shall be eqal to times the area of the conete above the steel deck bt not less than 152mm x 152mm MW9 x MW9 welded wire fabric with a 414 mpa minimm tensile strength. b. Conete fibers in accordance with ANSI/SDI C-2011 section 13.a.1 or 13.a.2. Diaphragm Shear of Composite Decks Attachment with Arc Spot Welds, Power Actated Fasteners, or self drilling sews. 1. Deck attached to spports perpendiclar to the fltes of the deck shall be per the pattern shown in the tables. 2. Deck attached to spports rnning parallel with the fltes shall be attached to transfer the shear between the deck and the spporting member sing arc spot welds, power actated fasteners, or self drilling sews. a. Spacing of welds or fasteners transferring shear between the composite steel deck and spporting strctres shall be based on the shear demand and the weld or fastener shear resistance. fastener spacing (m) = weld or fastener capacity (kn) / shear demand (kn/m) b. Resistance and safety factors for diaphragm shear, f = 0.5 and W = 3.25 respectively. c. Factored composite diaphragm shear may be converted to allowable diaphragm shears as follows by dividing the factored diaphragm shear by S a = fs /(fw) d. Spacing of welds or fasteners rnning parallel with the deck shall not exceed 914mm on center. 3. Welds and fasteners to the spports shall be as follows: a. Welds 13mm effective diameter arc spot weld 6mm x 25mm effective arc seam weld 2 Steel Masters International (ME) FZE Jne 2015
4 General Information 1.1 Total Slab Depth of Deck and Conete Cover Unit Weight of Conete Gage of Deck Type of Connection to Spports Weight of Conete and Deck Moments of inertia for Composite Section for Deflection Deck Type 3WH-36 Hi Form Composite Deck 127mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete Conete Type Maximm Unshored Span for Single, Doble or Triple Spans Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw LRFD - Diaphragm Shear, ϕsn (kn/m) 36/4 Attachment Pattern 22 Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.15 kpa = 5100 cm 4 /m /Ω= 1110 kn-cm/m V n /Ω = 39.6 kn/m ( /2 = /m = /m ϕ = 1710 kn-cm/m ϕ V n = 57.6 kn/m ASD, W/Ω LRFD, ϕw LRFD - Diaphragm Shear, ϕsn (kn/m) 36/4 Attachment Pattern Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm Allowable Sperimposed Load (ASD) Factored Sperimposed Load (LRFD) Sperimposed Load to Prodce l/360 Deflection (If Less Than Allowable) Attachment Pattern to Spports Factored Diagram Shear (LRFD) Allowable and Factored Vertical Shear Capacity Allowable and Factored Bending Capacity Cracked and Unacked Moments of inertia for Composite Section Shear Std Diameter All Gages #12 Sew Base Steel 0.9mm Conete + Deck = 2.16 kpa = 5700 cm 4 /m /Ω= 1250 kn-cm/m V n /Ω = 45.7 kn/m ( /2 = /m = /m ϕ = 1910 kn-cm/m ϕ V n = 65.8 kn/m LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c mm o.c mm o.c Maximm Shear Std Spacing Factored Diaphragm Shear with Shear Stds Minimm Area of Reinforcing Steel Sggested Welded Wire Fabric Size Figre 1.1: How to Read Composite Tables 3
5 1.1 General Information b. Power actated fasteners in spport steel 6.3mm thick. Hilti X-ENP19 Pnetek K64 Pnetek K66 c. Power actated fasteners in spport steel 3.2mm thick. Hilti X-HSN24 & X-EDNK22 Pnetek K63 Pnetek K61 d. Self drilling sews in spport steel 0.86mm thick #12 Sew Side seam attachment between deck panels 1. The minimm side seam attachment is a btton pnch at 914mm on center. 2. Arc top seam welds, or self drilling sews may be sbstitted on a one-to-one basis for btton pnches. Diaphragm shear with welded shear stds 1. Conete shear reinforcing steel mst be provided that meets the minimm specified reinforcing area, A s, in the table based on sggested welded wire reinforcing size. Reinforcing steel shall have minimm yield strength of 414 mpa and meet the reqirements of ACI 318 for standard reinforcing bars or WRI standard welded wire reinforcement. 2. To achieve tablated diaphragm shears, the welded std shear connectors are only reqired at locations in which diaphragm shear is being transferred between the composite deck slab and spporting members. Intermediate spport members may be attached with welds, sews, or PAF s (power actated fasteners) 3. Intermediate ribs of the steel deck not attached with welded std shear connectors shall be fastened to the spporting member with arc spot welds, self drilling sews or power actated fasteners. 4. The welded std shear connector strength assmes the weak position in the deck flte. Reference AISC Commentary and Figre C-I Tablar vales for shear strength of conete diaphragm above deck is in accordance with ACI 318 based on a resistance factor Φ = See ACI 318 section for additional reqirements to be considered in seismic design. 6. The welded std shear connector mst extend 38mm above the top of the steel deck and mst have a minimm of 13mm conete cover above the top of the installed welded std shear connector. Reference AISC Section I3.2c(b). 7. The spporting member flange shall not be less than 7.6mm inches thick nless the welded std shear connector is welded over the web of the spporting member. Reference AISC I3.2d(6) 8. The maximm center-to-center spacing of welded std shear connector shall not exceed 8 times the depth of conete above the deck or 914mm per AISC Section I3.2d(6). 9. Conete reinforcement details shall be in accordance with ACI For local shear transfer in the field of the diaphragm, 19mm diameter welded std shear connectors shall be determined in accordance with AISC The following shear capacities are for 51mm of conete cover above the steel deck and may be sed conservatively for all thicknesses greater than 51mm: Conete Type 2320 kg/m 3 Normal Weight Conete 1760 kg/m 3 Light Weight Conete Allowable 12. See figres below for typical details 13mm 38mm 13mm 38mm Shear Capacity Factored 45.8 kn 68.9 kn 45.8 kn 68.9 kn Deck Parallel to Beam Deck Perpendiclar to Beam 4 Steel Masters International (ME) FZE Jne 2015
6 General Information 1.1 Figre : FASTENER SELECTION CHART Base Metal Thickness Base Metal Thickness (mm) Fastener Minimm Maximm Arc Spot Weld* 3.4mm nlimited Self Drilling Sew** 1mm 5.3mm Self Drilling Sew** 3.2mm 13mm Hilti X-EDN 22 THQ12 High Shear Nail 3.2mm 6.4mm Hilti X-HSN 24 High Shear Nail 4.8mm 9.5mm Hilti ENP19 L15 High Shear Nail 6.4mm nlimited Pnetek SDK61075 Fastener 2.9mm 3.9mm Pnetex SDK63075 Fastener 3.9mm 6.4mm Pnetek K64062 and K64075 Fastener 4.7mm 7.9mm Pnetek K66062 and K66075 Fastener 7.9mm nlimited *Below 10 gage is not recommended de to the difficlty of prodcing a good qality weld. **Correct drill point mst be selected for the base material thickness. 13. For diaphragm shear of composite steel deck assemblies attached with welded shear stds that exceed the scope of the tables, the diaphragm shear may be determined in accordance with the provision of ACI 318 and AISC as follows. a. The diaphragm shear shall be the lesser of the capacity of the reinforced conete and the capacity of the welded shear stds to transfer the shear from the spporting member to the reinforced conete section. b. Reinforced conete shear shall be determined in accordance with the reqirements of ACI 318 sing the conete thickness above the steel deck. c. The welded shear std strength shall be determined in accordance with AISC
7 1.2 Fire Resistance Ratings Fire Resistance Rating-Floor Deck Restrained Assembly Horly Rating UL Design No. Conete Thickness (Above Deck) Type Fireproofing Type 1,1 1/2, D703 64mm LWT & NWT Cementitios 3 D708 64mm LWT & NWT Cementitios 1,1 1/2 & 2 D722 64mm LWT & NWT Cementitios 1, 1 1/2, 2, 3 & 4 D739 64mm LWT & NWT Cementitios 1, 1 1/2, D743 51mm LWT & NWT Cementitios 2 & 3 D755 64mm LWT & NWT Cementitios 1, 1 1/2, D759 64mm LWT & NWT Cementitios 2, 3 & 4 D760 64mm LWT & NWT Cementitios 3 & 4 D754 83mm LWT Cementitios 2 D764 64mm LWT Cementitios 3 D768 64mm LWT & NWT Cementitios 1, 1 1/2, 2, 3 & 4 D782 83mm LWT Cementitios 1, 1 1/2, D832 64mm LWT & NWT Fiberos 1, 1 1/2, 2, 3 & 4 D858 64mm LWT & NWT Fiberos 2 D861 64mm LWT & NWT Fiberos 1, 1 1/2, D859 51mm LWT & NWT Fiberos 1, 1 1/2, D871 64mm LWT & NWT Fiberos 2 D826 83mm LWT None 2 D840 83mm LWT None 1 64mm LWT 1 89mm NWT D /2 76mm LWT 1 1/2 102mm NWT None 2 83mm LWT 2 114mm NWT 3 106mm LWT 3 133mm NWT 2 D907 83mm LWT None 3/4 or 1 D914 64mm LWT None 1 64mm LWT 1 89mm NWT 1 1/2 D mm NWT None 2 83mm LWT 2 114mm NWT 3 116mm LWT 3 133mm NWT 1 64mm LWT 1 84mm NWT 1 1/2 76mm LWT 1 1/2 D mm NWT None 2 D931 83mm LWT 2 114mm NWT 3 106mm LWT 3 133mm NWT 2 D920 83mm LWT None 3/4 or 1 64mm LWT 1 89mm NWT 1 1/2 76mm LWT 1 1/2 D mm NWT None 2 83mm LWT 2 114mm NWT 6 Steel Masters International (ME) FZE Jne 2015
8 Spport Fastening 1.3 Nominal Strength Deck Panel 3WH-36 Hi Form 3WHF-36 Gage Figre WELDING CAPACITIES Arc Spot (pddle) Weld (13mm effective diameter) Shear (kn) Tensile (kn) IBC Arc Seam Weld (9.5 mm x 25 mm in effective width & length) Shear (kn) / / / / / / / / / Calclated in accordance with section E of the AISI Cold Formed Steel Design Manal S Nominal Strength Deck Panel Gage Figre MECHANICAL FASTENER CAPACITIES Nominal Shear Strength (kn) Sews Hilti Pnetek #12 Self Drill X-ENP-19 L15 X-HSN 24 X-EDNK22 THQ12 K64062 K64075 K63062 K63075 SDK63075 SDK WH-36 Hi Form / / / / WHF-36 18/ / / / / Calclated in accordance with the Steel Deck Institte Diaphragm Design Manal 7
9 1.4 Flashings Flashings. Galvanized steel flashings are cstom manfactred by Steel Masters International (ME) FZE. to meet the project reqirements. The flashings are formed from ASTM A653 SS Grade 33 galvanized steel sheet. Flashings are available in most common strctral shapes in 7 gages. (Figre and ). The standard length is 3048mm, shorter lengths available pon reqest. The minimm width of any stiffener or flat oss section width is 19mm. Channels, Hats, and Cee s web mst be 19mm wider than the flange width, see figres below. FLASHING THICKNESS BY GAGE Gage Base Steel Thickness (mm) mm 19mm 19mm ANGLE ANGLE WITH STIFFENER MINIMUM FLAT WIDTH MINIMUM STIFFENER WIDTH ZEE 25.4mm STRIP FILLER PLATE F F Typical Details F+19mm HAT F+19mm CHANNEL EDGE FROM AT THE PARALLEL CONDITION FILLER PLATE EDGE FROM AT THE PERPENDICULAR CONDITION STUD LOCATIONS CELL CLOSURE FD22 Edge Form at the Perpendiclar Condition FD23 Std Locations 8 Steel Masters International (ME) FZE Jne 2015
10 SDI Edge Form kg/m 3 Normal Weight Conete Slab Depth SDI is the Steel Deck Institte, the athor of the following table. Overhng (mm) mm Fillet 305mm O.C. Edge Form Detail SDI Edge Form Table Notes: 1. Horizontal and vertical Deflection is limited to 6 mm maximm for conete dead load 2. Design stress is limited to 138 mpa for conete dead load temporarily ineased by one-third for the constrction live load of 1 kpa 3. Por Stop Selection Table does not consider the effect of the performance, Deflection, or rotation of the por stop spport which may inclde both the spporting composite deck and/or the frame. 4. Vertical leg retrn lip is recommended for type 16 and lighter. 5. This selection is not meant to replace the jdgement of experienced Strctral Engineers and shall be considered as a reference only. 6. SDI reserves the right to change any information in this section withot notice. 51mm 13mm Por Stop Overhang Slab Depth 9
11 1.6 Accessories Steel Masters International (ME) FZE. offers a variety of accessories to complement or steel deck offer. These inclde flashings, smp pans, weld washers, and profile ct top (small void) and bottom (large void) neoprene foam and galvanized steel closres. When accessories are called for in the specifications, the location mst be clearly shown on the strctral and architectral drawings. Specifications that call for the se of profile ct closres where walls meet the metal deck may lead to nnecessary constrction costs if they are only needed at exterior walls or specific interior locations. Profile Ct Neoprene Closres. Neoprene closres may be sed on the top and bottom of the steel deck to redce vapor, moistre, and air from infiltrating into the bilding or roof assembly. These are die-ct from black closed cell neoprene foam. The foam is manfactred in accordance with ASTM D-1056 and passes the FM VSS No. 302, UL 94HBF, and UL 94 HF1 flammability tests. Profile Ct Metal Closres. Metal closres may be sed to control animal nesting within the bilding strctre. Metal closres may be sed in combination with neoprene closres. Metal closres with calking can also be sed to redce noise infiltration as part of an acostically engineered system. The metal closres are stamped ot of 22 gage galvanized sheet steel. 3WH-36 Hi Form NEOPRENE AND METAL CLOSURES 3WH-36 Hi Form Neoprene Top 3WH-36 Hi Form Metal Bottom 10 Steel Masters International (ME) FZE Jne 2015
12 3WH-36 Hi Form Deck 2.1 Section Properties Mechanical Fastener or 9.5mm x 25mm Weld Attachment Patterns Mechanical Fastener or 13mm ø Weld Mechanical Fastener or 9.5mm x 25mm Weld 305mm 98mm 76mm Note: Weld sizes are effective, not visible. Refer to AISI S or AWS D1.3 for additional welding reqirements. Panel Properties Gage Weight Base Metal Thickness Yield Strength Tensile Strength Area Moment of Inertia Gross Section Properties Distance to N.A. from Bottom Section Modls Radis of Gyration w t Fy F Ag Ig yb sg r Pa mm mpa mpa mm 2 /m cm 4 /m mm cm 3 /m mm Gage For Compression Area Effective Section Modls Section Modls Distance to N.A. from Bottom Effective Moment of Inertia For Bending at F y For Deflection at Service Load Section Modls Distance to N.A. from Bottom Moment of Inertia 914mm Moment of Inertia Uniform Load Only I d = (2Ie+Ig)/3 Ae+ Se+ y b S e- y b Ie+ I e- I+ I- mm 2 /m cm 3 /m mm cm 3 /m mm cm 4 /m cm 4 /m cm 4 /m cm 4 /m Reactions at Spports (kn/m) Based on Web Crippling Bearing Length of Webs Gage Condition Allowable (Rn/Ω) Factored (ΦRn) 25mm 51mm 102mm 152mm 25mm 76mm 102mm 152mm 22 End Interior End Interior End Interior End Interior End Interior End Interior Web Crippling Constraints h=89mm r= 3.2mm θ=54.4º 98mm 11
13 2.2 3WH-36 Hi Form Composite Deck 127mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.15 kpa = 5100 cm 4 /m /Ω= 1110 kn-cm/m V n /Ω = 48.0 kn/m ( /2 = 9300 /m = /m ϕ = 1710 kn-cm/m ϕ V n = 69.4 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.16 kpa = 5700 cm 4 /m /Ω= 1250 kn-cm/m V n /Ω = 56.7 kn/m ( /2 = 9800 /m = /m ϕ = 1910 kn-cm/m ϕ V n = 81.2 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.16 kpa = 5900 cm 4 /m /Ω= 1320 kn-cm/m V n /Ω = 59.3 kn/m ( /2 = 9900 /m = /m ϕ = 2020 kn-cm/m ϕ V n = 88.3 kn/m 12 Steel Masters International (ME) FZE Jne 2015
14 3WH-36 Hi Form Composite Deck mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.18 kpa = 6700 cm 4 /m /Ω= 1550 kn-cm/m V n /Ω = 59.3 kn/m ( /2 = /m = /m ϕ = 2370 kn-cm/m ϕ V n = 88.9 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.19 kpa = 7300 cm 4 /m /Ω= 1710 kn-cm/m V n /Ω = 59.3 kn/m ( /2 = /m = /m ϕ = 2610 kn-cm/m ϕ V n = 88.9 kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.23 kpa = 8600 cm 4 /m /Ω= 2070 kn-cm/m V n /Ω = 59.3 kn/m ( /2 = /m = /m ϕ = 3170 kn-cm/m ϕ V n = 88.9 kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c mm o.c mm o.c
15 2.2 3WH-36 Hi Form Composite Deck 152mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.74 kpa = 8300 cm 4 /m /Ω= 1490 kn-cm/m V n /Ω = 58.2 kn/m ( /2 = /m = /m ϕ = 2280 kn-cm/m ϕ V n = 84.7 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.75 kpa = 9200 cm 4 /m /Ω= 1680 kn-cm/m V n /Ω = 66.8 kn/m ( /2 = /m = /m ϕ = 2570 kn-cm/m ϕ V n = 96.4 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.75 kpa = 9600 cm 4 /m /Ω= 1770 kn-cm/m V n /Ω = 72.0 kn/m ( /2 = /m = /m ϕ = 2700 kn-cm/m ϕ V n = kn/m 14 Steel Masters International (ME) FZE Jne 2015
16 3WH-36 Hi Form Composite Deck mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.77 kpa = cm 4 /m /Ω= 2080 kn-cm/m V n /Ω = 79.6 kn/m ( /2 = /m = /m ϕ = 3180 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.78 kpa = cm 4 /m /Ω= 2290 kn-cm/m V n /Ω = 79.6 kn/m ( /2 = /m = /m ϕ = 3510 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = kpa = cm 4 /m /Ω= 2790 kn-cm/m V n /Ω = 79.6 kn/m ( /2 = /m = /m ϕ = 4270 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c mm o.c mm o.c
17 2.2 3WH-36 Hi Form Composite Deck 165mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.03 kpa = cm 4 /m /Ω= 1690 kn-cm/m V n /Ω = 64.6 kn/m ( /2 = /m = /m ϕ = 2590 kn-cm/m ϕ V n = 94.3 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.04 kpa = cm 4 /m /Ω= 1900 kn-cm/m V n /Ω = 73.2 kn/m ( /2 = /m = /m ϕ = 2910 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.05 kpa = cm 4 /m /Ω= 2010 kn-cm/m V n /Ω = 78.4 kn/m ( /2 = /m = /m ϕ = 3070 kn-cm/m ϕ V n = kn/m 16 Steel Masters International (ME) FZE Jne 2015
18 3WH-36 Hi Form Composite Deck mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.07 kpa = cm 4 /m /Ω= 2360 kn-cm/m V n /Ω = 92.4 kn/m ( /2 = /m = /m ϕ = 3610 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.08 kpa = cm 4 /m /Ω= 2610 kn-cm/m V n /Ω = 92.4 kn/m ( /2 = /m = /m ϕ = 3990 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.11 kpa = cm 4 /m /Ω= 3180 kn-cm/m V n /Ω = 92.4 kn/m ( /m cm 4 /2 = I = /m ϕ = 4860 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c. n/a mm o.c. n/a mm o.c. n/a
19 2.2 3WH-36 Hi Form Composite Deck 191mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.62 kpa = cm 4 /m /Ω= 2110 kn-cm/m V n /Ω = 77.4 kn/m ( /2 = /m = /m ϕ = 3230 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.63 kpa = cm 4 /m /Ω= 2370 kn-cm/m V n /Ω = 86.1 kn/m ( /2 = /m = /m ϕ = 3630 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.64 kpa = cm 4 /m /Ω= 2500 kn-cm/m V n /Ω = 91.3 kn/m ( /2 = /m = /m ϕ = 3830 kn-cm/m ϕ V n = kn/m 18 Steel Masters International (ME) FZE Jne 2015
20 3WH-36 Hi Form Composite Deck mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.66 kpa = cm 4 /m /Ω= 2950 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 4510 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.67 kpa = cm 4 /m /Ω= 3260 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 4990 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 3.70 kpa = cm 4 /m /Ω= 3980 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 6090 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c. n/a mm o.c. n/a mm o.c. n/a
21 2.2 3WH-36 Hi Form Composite Deck 210mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 4.06 kpa = cm 4 /m /Ω= 2430 kn-cm/m V n /Ω = 87.0 kn/m ( /2 = /m = /m ϕ = 3720 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 4.08 kpa = cm 4 /m /Ω= 2730 kn-cm/m V n /Ω = 95.7 kn/m ( /2 = /m = /m ϕ = 4180 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 4.08 kpa = cm 4 /m /Ω= 2890 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 4420 kn-cm/m ϕ V n = kn/m 20 Steel Masters International (ME) FZE Jne 2015
22 3WH-36 Hi Form Composite Deck mm Total Slab Depth 2320 kg/m 3 Normal Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 4.10 kpa = cm 4 /m /Ω= 3400 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 5210 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 4.11 kpa = cm 4 /m /Ω= 3770 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 5760 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 4.14 kpa = cm 4 /m /Ω= 4610 kn-cm/m V n /Ω = kn/m ( /2 = /m = /m ϕ = 7050 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c. n/a mm o.c. n/a mm o.c. n/a
23 2.3 3WH-36 Hi Form Composite Deck 127mm Total Slab Depth 1760 kg/m 3 Light Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.65 kpa = 7000 cm 4 /m /Ω= 1070 kn-cm/m V n /Ω = 40.6 kn/m ( /2 = /m = /m ϕ = 1640 kn-cm/m ϕ V n = 58.3 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.66 kpa = 7700 cm 4 /m /Ω= 1200 kn-cm/m V n /Ω = 44.5 kn/m ( /2 = /m = /m ϕ = 1830 kn-cm/m ϕ V n = 70.1 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.66 kpa = 8000 cm 4 /m /Ω= 1260 kn-cm/m V n /Ω = 44.5 kn/m ( /2 = /m = /m ϕ = 1930 kn-cm/m ϕ V n = 77.2 kn/m 22 Steel Masters International (ME) FZE Jne 2015
24 3WH-36 Hi Form Composite Deck mm Total Slab Depth 1760 kg/m 3 Light Weight Conete GA ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.68 kpa = 9100 cm 4 /m /Ω= 1470 kn-cm/m V n /Ω = 44.5 kn/m ( /2 = /m = /m ϕ = 2250 kn-cm/m ϕ V n = 88.9 kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.70 kpa = 9800 cm 4 /m /Ω= 1620 kn-cm/m V n /Ω = 44.5 kn/m ( /2 = /m = /m ϕ = 2480 kn-cm/m ϕ V n = 88.9 kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.73 kpa = cm 4 /m /Ω= 1960 kn-cm/m V n /Ω = 44.5 kn/m ( /2 = /m = /m ϕ = 3000 kn-cm/m ϕ V n = 88.9 kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c mm o.c mm o.c
25 2.3 3WH-36 Hi Form Composite Deck 140mm Total Slab Depth 1760 kg/m 3 Light Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.87 kpa = 9000 cm 4 /m /Ω= 1250 kn-cm/m V n /Ω = 44.0 kn/m ( /2 = /m = /m ϕ = 1910 kn-cm/m ϕ V n = 63.4 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.88 kpa = 9900 cm 4 /m /Ω= 1400 kn-cm/m V n /Ω = 51.2 kn/m ( /2 = /m = /m ϕ = 2140 kn-cm/m ϕ V n = 75.2 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.89 kpa = cm 4 /m /Ω= 1470 kn-cm/m V n /Ω = 51.2 kn/m ( /2 = /m = /m ϕ = 2250 kn-cm/m ϕ V n = 82.3 kn/m 24 Steel Masters International (ME) FZE Jne 2015
26 3WH-36 Hi Form Composite Deck mm Total Slab Depth 1760 kg/m 3 Light Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.91 kpa = cm 4 /m /Ω= 1720 kn-cm/m V n /Ω = 51.2 kn/m ( /2 = /m = /m ϕ = 2630 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.92 kpa = cm 4 /m /Ω= 1890 kn-cm/m V n /Ω = 51.2 kn/m ( /2 = /m = /m ϕ = 2900 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 1.95 kpa = cm 4 /m /Ω= 2290 kn-cm/m V n /Ω = 51.2 kn/m ( /2 = /m = /m ϕ = 3510 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c mm o.c mm o.c
27 2.3 3WH-36 Hi Form Composite Deck 152mm Total Slab Depth 1760 kg/m 3 Light Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.10 kpa = cm 4 /m /Ω= 1440 kn-cm/m V n /Ω = 48.2 kn/m ( /2 = /m = /m ϕ = 2200 kn-cm/m ϕ V n = 69.7 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.11 kpa = cm 4 /m /Ω= 1610 kn-cm/m V n /Ω = 56.9 kn/m ( /2 = /m = /m ϕ = 2460 kn-cm/m ϕ V n = 81.5 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.11 kpa = cm 4 /m /Ω= 1690 kn-cm/m V n /Ω = 59.7 kn/m ( /m cm 4 /2 = I = /m ϕ = 2590 kn-cm/m ϕ V n = 88.6 kn/m 26 Steel Masters International (ME) FZE Jne 2015
28 3WH-36 Hi Form Composite Deck mm Total Slab Depth 1760 kg/m 3 Light Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.13 kpa = cm 4 /m /Ω= 1980 kn-cm/m V n /Ω = 59.7 kn/m ( /2 = /m = /m ϕ = 3030 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.14 kpa = cm 4 /m /Ω= 2180 kn-cm/m V n /Ω = 59.7 kn/m ( /2 = /m = /m ϕ = 3340 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.18 kpa = cm 4 /m /Ω= 2640 kn-cm/m V n /Ω = 59.7 kn/m ( /2 = /m = /m ϕ = 4050 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c mm o.c mm o.c
29 2.3 3WH-36 Hi Form Composite Deck 159mm Total Slab Depth 1760 kg/m 3 Light Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.21 kpa = cm 4 /m /Ω= 1530 kn-cm/m V n /Ω = 50.6 kn/m ( /2 = /m = /m ϕ = 2340 kn-cm/m ϕ V n = 73.3 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.22 kpa = cm 4 /m /Ω= 1720 kn-cm/m V n /Ω = 59.3 kn/m ( /2 = /m = /m ϕ = 2630 kn-cm/m ϕ V n = 85.1 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.22 kpa = cm 4 /m /Ω= 1810 kn-cm/m V n /Ω = 64.5 kn/m ( /2 = /m = /m ϕ = 2770 kn-cm/m ϕ V n = 92.2 kn/m 28 Steel Masters International (ME) FZE Jne 2015
30 3WH-36 Hi Form Composite Deck mm Total Slab Depth 1760 kg/m 3 Light Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.24 kpa = cm 4 /m /Ω= 2120 kn-cm/m V n /Ω = 64.5 kn/m ( /2 = /m = /m ϕ = 3240 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.25 kpa = cm 4 /m /Ω= 2330 kn-cm/m V n /Ω = 64.5 kn/m ( /2 = /m = /m ϕ = 3570 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw L/ Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.29 kpa = cm 4 /m /Ω= 2830 kn-cm/m V n /Ω = 64.5 kn/m ( /2 = /m = /m ϕ = 4330 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c. n/a mm o.c. n/a mm o.c. n/a
31 2.3 3WH-36 Hi Form Composite Deck 183mm Total Slab Depth 1760 kg/m 3 Light Weight Conete Maximm Unshored Span (mm) Gage Single Doble Triple Gage Single Doble Triple GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.63 kpa = cm 4 /m /Ω= 1910 kn-cm/m V n /Ω = 59.6 kn/m ( /2 = /m = /m ϕ = 2920 kn-cm/m ϕ V n = 86.9 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.64 kpa = cm 4 /m /Ω= 2140 kn-cm/m V n /Ω = 68.3 kn/m ( /2 = /m = /m ϕ = 3280 kn-cm/m ϕ V n = 98.7 kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.64 kpa = cm 4 /m /Ω= 2260 kn-cm/m V n /Ω = 73.5 kn/m ( /2 = /m = /m ϕ = 3450 kn-cm/m ϕ V n = kn/m 30 Steel Masters International (ME) FZE Jne 2015
32 3WH-36 Hi Form Composite Deck mm Total Slab Depth 1760 kg/m 3 Light Weight Conete GA ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.66 kpa = cm 4 /m /Ω= 2650 kn-cm/m V n /Ω = 82.6 kn/m ( /2 = /m = /m ϕ = 4050 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.67 kpa = cm 4 /m /Ω= 2920 kn-cm/m V n /Ω = 82.6 kn/m ( /2 = /m = /m ϕ = 4470 kn-cm/m ϕ V n = kn/m ASD, W/Ω LRFD, ϕw Arc Spot Weld 13mm Effective Dia PAF Base Steel 6.4mm PAF Base Steel 3.2mm #12 Sew Base Steel 0.9mm Conete + Deck = 2.71 kpa = cm 4 /m /Ω= 3550 kn-cm/m V n /Ω = 82.6 kn/m ( /2 = /m = /m ϕ = 5430 kn-cm/m ϕ V n = kn/m All Gages LRFD - Diaphragm Shear, ϕs n (kn/m) for all vertical load spans, WWF Designation or Area of Steel per meter width 19mm Welded Shear Stds 152x152 MW9xMW9 152x152 MW19xMW19 152x152 MW26xMW26 102x102 MW26xMW26 102x102 MW39xMW39 A s = 59.3 mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = mm 2 /m A s = 381 mm 2 /m 305 mm o.c. n/a mm o.c. n/a mm o.c. n/a
Originally Issued: 02/03/2014 Revised: 02/24/2017 Valid Through: 02/28/2018
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ESR-1414 Reissued October 1, 2011 This report is subject to renewal in one year.
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