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Gravity Beam Design <br />RAM SBeam v07.00.00 <br />07/24/24 01:26:17 <br />STEEL CODE: AISC 360-16 LRFD <br />SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (22.00,0.00) <br />Beam Size (User Selected) = W18X35 Fy = 50.0 ksi <br />Total Beam Length (ft) = 22.00 <br />Distance to Adjacent Beam on Left (ft) = 1.0 <br />Distance to Adjacent Beam on Right (ft) = 1.0 <br />COMPOSITE PROPERTIES (Not Shored): <br />Left Right <br />Deck Label <br />Concrete thickness (in) 2.50 2.50 <br />Unit weight concrete (pcf) 150.00 150.00 <br />f'c (ksi) 3.00 3.00 <br />Decking Orientation perpendicular perpendicular <br />Decking type VERCO W2 Formlok VERCO W2 Formlok <br />beff (in) = 12.00 Y bar(in) = 11.89 <br />Mnf (kip-ft) = 346.90 Mn (kip-ft) = 341.46 <br />C (kips) = 68.92 PNA (in) = 11.15 <br />Ieff (in4) = 873.38 Itr (in4) = 892.84 <br />Stud length (in) = 4.50 Stud diam (in) = 0.75 <br />Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 <br /># of studs: Full = 10 Partial = 8 Actual = 8 <br />Number of Stud Rows = 1 Percent of Full Composite Action = 90.08 <br />Top flange braced by decking for Composite condition. <br />Top flange braced by decking for Pre-composite condition. <br />LINE LOADS (k/ft): <br />Load Dist (ft) DL CDL LL PartL CLL <br />1 0.000 0.035 0.035 0.000 0.000 0.000 <br />22.000 0.035 0.035 0.000 0.000 0.000 <br />2 0.000 0.208 0.000 0.760 0.000 0.000 <br />22.000 0.208 0.000 0.760 0.000 0.000 <br />SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 16.58 kips 1.00Vn = 159.30 kips <br />MOMENTS (Ultimate): <br />Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn <br />kip-ft ft ft kip-ft <br />Center PreCmp+ 1.4DL 3.0 11.0 0.0 1.00 0.90 249.38 <br />Init DL 1.4DL 3.0 11.0 --- --- <br />Max + 1.2DL+1.6LL 91.2 11.0 --- --- 0.90 307.31 <br />Controlling 1.2DL+1.6LL 91.2 11.0 --- --- 0.90 307.31 <br />REACTIONS (kips): <br />Left Right <br />Initial reaction 0.39 0.39 <br />DL reaction 2.67 2.67 <br />Max +LL reaction 8.36 8.36 <br />Max +total reaction (factored) 16.58 16.58 <br />P1.23 <br />(E)W18x35 with (E)+(N) loads <br />1700 E St Andrew <br />Pl10/8/2024