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22 Gage 1.5B-36 Grade 50 <br />Uniform Allowable Load Table, ASD (psf) <br />For End Lapped Deck <br />36 / 7/ 4 Connection Pattern to Supports with Support Member A36 <br />5/8" Visible Dia. Arc Spot Weld 0.25 ≤ t₂ (in.) <br />↑↑↑↑↑↑↑Outward <br />‑ or ‑ <br />↓↓↓↓↓↓↓Inward <br />1.5B‑36 Roof Deck <br />⟶2.00 ⟵⟶4.00 ⟵ <br />End Bearing (in.)Interior Bearing (in.) <br />Inward Uniform Allowable Load Table, ASD (psf) <br />Span (ft‑in)4'‑0"4'‑0"4'‑0"4'‑0"4'‑0"4'‑0"4'‑0"4'‑0" <br />1 Wn/Ω211 211 211 211 211 211 211 211 <br />L/240 159 159 159 159 159 159 159 159 <br />2 Wn/Ω219 219 219 219 219 219 219 219 <br />L/240 ‑‑‑‑‑‑‑‑ <br />3 Wn/Ω271 271 271 271 271 271 271 271 <br />L/240 ‑‑‑‑‑‑‑‑ <br />Uplift (Outward) Uniform Allowable Load Table, ASD (psf) <br />Span (ft‑in)4'‑0"4'‑0"4'‑0"4'‑0"4'‑0"4'‑0"4'‑0"4'‑0" <br />1 Wn/Ω223 223 223 223 223 223 223 223 <br />L/240 182 182 182 182 182 182 182 182 <br />2 Wn/Ω97 97 97 97 97 97 97 97 <br />L/240 ‑‑‑‑‑‑‑‑ <br />3 Wn/Ω110 110 110 110 110 110 110 110 <br />L/240 ‑‑‑‑‑‑‑‑ <br />Steel Deck Properties <br />t Fy wdd Id+Id‑Se+Se‑Mn+/ΩMn‑/ΩVn/Ω <br />in ksi psf in.⁴/ft in.⁴/ft in.³/ft in.³/ft lbs‑ft/ft lbs‑ft/ft lbs/ft <br />0.0295 50 1.6 0.155 0.178 0.169 0.179 422 447 2654 <br />Where:W ≤ Wn/Ω <br />W = Required strength of the governing ASD load combintaion <br />Wn/Ω= Allowable Strength <br />Steel Deck Uniform Load V3.0.1 in Accordance with AISI S100‑16 and AISI S310‑16 <br />Date:12/21/2022 <br />NOTICE: Design defects that could cause injury or death may result from relying on the information in this document without independent verification by a qualified professional. The information in this <br />document is provided “AS IS”. Nucor Corporation and its affiliates expressly disclaim: (i) any and all representations, warranties and conditions and (ii) all liability arising out of or related to this document <br />and the information in it. <br />Page 1 of 1 <br />15 of 42 <br />1801 E Dyer Rd <br />3/11/2025