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Gravity Beam Design <br />RAM SBeam v07.00.00 <br />04/29/24 23:51:42 <br />STEEL CODE: AISC 360-16 LRFD <br />SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (40.00,0.00) <br />Beam Size (User Selected) = W36X135 Fy = 36.0 ksi <br />Total Beam Length (ft) = 40.00 <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) 3.25 3.25 <br />Unit weight concrete (pcf) 110.00 110.00 <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) = 19.21 <br />Mnf (kip-ft) = 1706.92 Mn (kip-ft) = 1706.92 <br />C (kips) = 99.45 PNA (in) = 20.10 <br />Ieff (in4) = 9012.24 Itr (in4) = 9012.24 <br />Stud length (in) = 4.75 Stud diam (in) = 0.75 <br />Stud Capacity (kips) Qn = 17.1 Rg = 1.00 Rp = 0.60 <br /># of studs: Full = 12 Partial = 14 Actual = 30 <br />Number of Stud Rows = 1 Percent of Full Composite Action = 100.00 <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 0.136 0.136 0.000 0.000 0.000 <br />40.000 0.136 0.136 0.000 0.000 0.000 <br />2 0.000 1.521 0.000 3.510 0.000 0.000 <br />40.000 1.521 0.000 3.510 0.000 0.000 <br />SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 152.08 kips 1.00Vn = 461.38 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 38.0 20.0 0.0 1.00 0.90 1374.30 <br />Init DL 1.4DL 38.0 20.0 --- --- <br />Max + 1.2DL+1.6LL 1520.8 20.0 --- --- 0.90 1536.22 <br />Controlling 1.2DL+1.6LL 1520.8 20.0 --- --- 0.90 1536.22 <br />REACTIONS (kips): <br />Left Right <br />Initial reaction 2.72 2.72 <br />DL reaction 33.14 33.14 <br />Max +LL reaction 70.20 70.20 <br />Max +total reaction (factored) 152.08 152.08 <br />P1.20 <br />(E) B1' with (E) loads <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024