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1) CODE CHECK: <br />Ucmax = < <br />2) DEFLECTION CHECK: <br />dxe = in. <br />Cd = <br />I = <br />* <br />Dallow =0.02*H *12= Special Cantilever Steel Column <br />=10.00 ft x12 <br />=in. > = /0.7= in.O.K. <br />↑ASD Increase Factor <br />Therefore: <br />RISA RESULT IS OK <br />USE: COLUMN <br />1003 W BISHOP ST <br />1.38 <br />RETROFIT1 DRIFT CHECK <br />dx <br />= <br />= <br />dx I <br />1.38 <br />= <br />W14X68 <br />1.971 <br />0.02 <br />PROJECT NO. <br />2.5 0.552 <br />1.00 <br />; <br />in. <br />0.02 x <br />2.40 Actual Defl. <br />from RISA can get: 0.552 <br />Cd*dxe 2.5 <br />1.00 <br />FOR CANTILEVER COLUMN 1 DATE:1/17/2024 <br />from RISA can get: 0.533 1.0 OK <br />Page 11 of 35 <br />1003 W Bishop St - <br />1011187895/29/2024