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Calculation: HSS column for GLB( I-3) <br />Check Plate Bending <br />Section A -A: <br />Pu: 13.05 k <br />Ecc.: 3 in. <br />M,zq: 39.15 k-in. <br />Capacity Check: <br />Mn/Q : 40.92 k-in. <br />0.96 OK <br />(AUE <br />HSS POST <br />V-3" <br />ing I (A lsC sect 1%11) <br />Plate Dimension & Properties: <br />PI Width V: 6 in. <br />Plate Thickness 1.125 in. <br />Hearing Area: <br />78.75 i02 <br />Load From New GLB: <br />26.1 k <br />Load on Plate: <br />331 psi <br />2.9 Win <br />Design Method:1 <br />ASD <br />52 b : <br />1.67 <br />Fy: <br />36 ksi. <br />Iyy: 0.7119 <br />i n 4 <br />92_b : <br />1.67 <br />Sy: 1.2656 <br />in3 <br />E: <br />29000 ksi. <br />My�eitd: 45.5625 <br />k-in. <br />Zp: <br />1.8984 in3 <br />M,,: 68.3438 <br />k-in. <br />13228 NE 20th St., Suite 100, Bellevue, WA 98005 1 (425) 614-0949 <br />Project: South Point Plaza Pg. No: C - 3 <br />Address: 10121 Evergreen Way 41 Everett,WA 98204 Date: 6127/23 <br />Client: SDH Architects, LLC Job No.: 23136 <br />