Laserfiche WebLink
Gravity Beam Design <br />RAM SBeam v07.00.00 <br />07/24/24 01:28:07 <br />STEEL CODE: AISC 360-16 LRFD <br />SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (16.00,0.00) <br />Beam Size (User Selected) = W14X22 Fy = 50.0 ksi <br />Total Beam Length (ft) = 16.00 <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) = 10.37 <br />Mnf (kip-ft) = 192.12 Mn (kip-ft) = 178.62 <br />C (kips) = 51.69 PNA (in) = 9.10 <br />Ieff (in4) = 391.16 Itr (in4) = 432.77 <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 = 6 Actual = 6 <br />Number of Stud Rows = 1 Percent of Full Composite Action = 67.56 <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 0.022 0.022 0.000 0.000 0.000 <br />16.000 0.022 0.022 0.000 0.000 0.000 <br />2 0.000 0.208 0.000 0.760 0.000 0.000 <br />16.000 0.208 0.000 0.760 0.000 0.000 <br />SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 11.94 kips 1.00Vn = 94.53 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 1.0 8.0 0.0 1.00 0.90 124.50 <br />Init DL 1.4DL 1.0 8.0 --- --- <br />Max + 1.2DL+1.6LL 47.7 8.0 --- --- 0.90 160.76 <br />Controlling 1.2DL+1.6LL 47.7 8.0 --- --- 0.90 160.76 <br />REACTIONS (kips): <br />Left Right <br />Initial reaction 0.18 0.18 <br />DL reaction 1.84 1.84 <br />Max +LL reaction 6.08 6.08 <br />Max +total reaction (factored) 11.94 11.94 <br />P1.27 <br />(E)W14x22 with (E)+(N) loads <br />1700 E St Andrew <br />Pl10/8/2024