1700 E St Andrew Pl - Plan - Laserfiche WebLink

Home Browse Search

Gravity Beam Design RAM SBeam v07.00.00 07/24/24 01:21:31 STEEL CODE: AISC 360-16 LRFD SPAN INFORMATION (ft): I-End (0.00,0.00) J-End (22.00,0.00) Beam Size (User Selected) = W18X35 Fy = 50.0 ksi Total Beam Length (ft) = 22.00 Distance to Adjacent Beam on Left (ft) = 1.0 Distance to Adjacent Beam on Right (ft) = 1.0 COMPOSITE PROPERTIES (Not Shored): Left Right Deck Label Concrete thickness (in) 2.50 2.50 Unit weight concrete (pcf) 150.00 150.00 f'c (ksi) 3.00 3.00 Decking Orientation perpendicular perpendicular Decking type VERCO W2 Formlok VERCO W2 Formlok beff (in) = 12.00 Y bar(in) = 11.89 Mnf (kip-ft) = 346.90 Mn (kip-ft) = 341.46 C (kips) = 68.92 PNA (in) = 11.15 Ieff (in4) = 873.38 Itr (in4) = 892.84 Stud length (in) = 4.50 Stud diam (in) = 0.75 Stud Capacity (kips) Qn = 17.2 Rg = 1.00 Rp = 0.60 # of studs: Full = 10 Partial = 8 Actual = 8 Number of Stud Rows = 1 Percent of Full Composite Action = 90.08 Top flange braced by decking for Composite condition. Top flange braced by decking for Pre-composite condition. LINE LOADS (k/ft): Load Dist (ft) DL CDL LL PartL CLL 1 0.000 0.035 0.035 0.000 0.000 0.000 22.000 0.035 0.035 0.000 0.000 0.000 2 0.000 0.148 0.000 0.500 0.000 0.000 22.000 0.148 0.000 0.500 0.000 0.000 SHEAR (Ultimate): Max Vu (1.2DL+1.6LL) = 11.22 kips 1.00Vn = 159.30 kips MOMENTS (Ultimate): Span Cond LoadCombo Mu @ Lb Cb Phi Phi*Mn kip-ft ft ft kip-ft Center PreCmp+ 1.4DL 3.0 11.0 0.0 1.00 0.90 249.38 Init DL 1.4DL 3.0 11.0 --- --- Max + 1.2DL+1.6LL 61.7 11.0 --- --- 0.90 307.31 Controlling 1.2DL+1.6LL 61.7 11.0 --- --- 0.90 307.31 REACTIONS (kips): Left Right Initial reaction 0.39 0.39 DL reaction 2.01 2.01 Max +LL reaction 5.50 5.50 Max +total reaction (factored) 11.22 11.22 P1.21 (E)W18x35 with (E)loads only 1700 E St Andrew Pl10/8/2024