Laserfiche WebLink
Cap Plate Moment Capacity <br />Wide Flange Beam Over Tube Column <br />Design Moment = <br />31.01 <br />Kip -Ft <br />Assumes only Moment Loading <br />BOLT <br />PLATE <br />Material: <br />A325 <br />Fy = <br />36.00 <br />ksi <br />Diameter: <br />0.88 <br />in. <br />t = <br />2.25 <br />in. <br />Tensile Capacity: <br />26.50 <br />kips <br />a = <br />1.50 <br />in. <br />b = <br />1.50 <br />in. <br />COLUMN: TS8X8X1 /2 <br />BEAM: <br />W 8X24 <br />Fy = <br />46.00 <br />ksi <br />Fy = <br />36.00 <br />ksi <br />w = <br />8.00 <br />in. <br />bf = <br />6.50 <br />in. <br />tw = <br />0.47 <br />in. <br />tf = <br />0.40 <br />in. <br />tw = <br />0.25 <br />in. <br />gage = <br />4.00 <br />in. <br />Bending w/Prying on the Flange of the WF <br />B = <br />26.50 <br />kips/Bolt <br />T = <br />19.58 <br />kips/Bolt <br />b = <br />1.88 <br />in. <br />a = <br />1.25 <br />in. Use 3/8" Stiffeners In Header <br />b' = <br />1.44 <br />in. W/ 5/16" Fillet Welds <br />a' = <br />1.69 <br />in. <br />p = <br />3.00 <br />in. <br />d' = <br />0.94 <br />in. <br />delta = <br />0.69 <br />in. <br />rho = <br />0.85 <br />in. <br />Beta = <br />0.41 <br />alpha' = <br />1.00 <br />t'reqd = <br />1.11 <br />in. STIFFENERS REQ'D IN BEAM <br />Bending w/Prying on the Cap Plate <br />B = <br />26.50 <br />kips/Bolt <br />T = <br />19.58 <br />kips/Bolt <br />b = <br />1.50 <br />in. <br />a = <br />1.50 <br />in. <br />b' = <br />1.53 <br />in. <br />a' = <br />1.94 <br />in. <br />p = <br />2.00 <br />in. <br />d' = <br />0.94 <br />in. <br />delta = <br />0.53 <br />in. <br />rho = <br />0.79 <br />in. <br />Beta = <br />0.45 <br />alpha' = <br />1.00 <br />t'reqd = <br />1.47 <br />in. <br />07/28/2020 61887 Rev 1 Current.123 Page 17 of 16 <br />