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4.0 Column and Foundation Design <br /> Column:6x6 <br /> SIZE: b= 5.5 in <br /> d= 5.5 in <br /> Fc'= CD*CM*Ct*CF*C,*Cp <br /> Fc= 575 psi COMPRESSION PARALLEL TO GAIN <br /> CD= 1 LOAD DURATION FACTOR <br /> CM= 1 WET SERVICE FACTOR <br /> Ct= 1 TEMP.FACTOR <br /> CF= 1 SIZE FACTOR <br /> C,= 1 INCISING FACTOR <br /> Cp= 0.720 COLUMN STABILITY FACTOR <br /> L= 10.50 ft <br /> d= 5.5 in <br /> K= 1 <br /> EMIN'= 400000 psi <br /> c= 0.8 <br /> Le= 126 in <br /> Le/d= 22.91 <50 OK <br /> FcE= 626.4928 <br /> Fc*= 575 <br /> FcE/FC*= 1.089553 <br /> Cp= 0.720 <br /> Fc'= 413.87 psi <br /> Allowable P= F'c X A <br /> = 12519.69 lb <br /> Job Number: 2022022 Engineer: Frankie Tsui <br /> Job Name: Wyatt Project Date: 8/28/2022 <br /> Location: 2405 State St Everett,WA 98201 Page: 8 <br />