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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />=ksi =2 Pa = φPn <br />DEMAND | LOAD & RESISTANCE FACTOR DESIGN LOAD COMBINATIONS | ANSI MH16.1 7.6 <br />Pu =k 1.50% MAXIMUM LOADING OF COLUMN <br />Pa =k1.33 <br />0.13 <br />DESIGN OK <br />Fn 7.91 A 0.198 <br />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 23/29