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• Cap Plate Moment Capacity <br />Wide Flange Beam Over Tube Column <br />Design Moment = <br />0.56 <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 />W8X10 <br />Fy = <br />46.00 <br />ksi <br />Fy = <br />36.00 <br />ksi <br />w = <br />8.00 <br />in. <br />bf = <br />3.94 <br />in. <br />tw = <br />0.47 <br />in. <br />tf = <br />0.21 <br />in. <br />tw = <br />0.17 <br />in. <br />gage = <br />2.25 <br />in. <br />Bending w/Prying on the Flange of the W F <br />B = <br />26.50 kips/Bolt <br />T = <br />0.35 kips/Bolt <br />b = <br />1.04 in. <br />a = <br />0.85 in. <br />b' = <br />0.60 in. <br />a' = <br />1.28 in. <br />p = <br />3.00 in. <br />d' = <br />0.94 in. <br />delta = <br />0.69 in. <br />rho = <br />0.47 in. <br />Beta = <br />158.19 <br />alpha' = <br />1.00 <br />t'reqd = <br />0.10 in. <br />Bending w/Prying on the Cap Plate <br />B = <br />26.50 kips/Bolt <br />T = <br />0.35 kips/Bolt <br />b = <br />1.50 in. <br />a = <br />1.50 in. <br />b' = <br />1.53 in. <br />a' = <br />1.94 in. <br />p = <br />1.13 in. <br />d' = <br />0.94 in. <br />delta = <br />0.17 in. <br />rho = <br />0.79 in. <br />Beta = <br />94.26 <br />alpha' = <br />1.00 <br />t'reqd = <br />0.30 in. <br />07/28/2020 61887 Rev 1 Current.123 Page 19 of 16 <br />