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Column: 6X6 <br />Tdb. Area = <br />54 ft <br />d1+II= <br />107.00 psf Roof+Deck <br />Load, P = <br />5778 Ibs <br />SIZE: <br />b= 5.5 in <br />d= 5.5 in <br />Fc'= Co*CM*Ct*CF*C;*CP <br />Fc= <br />575 psi <br />COMPRESSION PARALLELTO GAIN <br />Co= <br />1.15 <br />LOAD DURATION FACTOR <br />Cm= <br />1 <br />WET SERVICE FACTOR <br />Ci= <br />1 <br />TEMP. FACTOR <br />CP= <br />1 <br />SIZE FACTOR <br />Ci= <br />1 <br />INCISING FACTOR <br />CP= <br />0.449 <br />COLUMN STABILITY FACTOR <br />L= <br />9.00 ft <br />d= <br />3.5 in <br />K= <br />1 <br />EMiN'= <br />400000 psi <br />c= <br />0.8 <br />Le= <br />108 in <br />Le/d= <br />30.86 <50 OK <br />FcE= <br />345.3189 <br />Fc*= <br />661.25 <br />FcE/FC*= <br />0.522221 <br />CP= <br />0.449 <br />Fc'= 296.92 psi <br />Allowable P= F'c X A <br />= 89821b <br />Job Number: Engineer: Frankie Tsui <br />Job Name: 3825 COLBY REMODELING Date: 2/16/2022 <br />Location: 3825 COLBY AVE, Everett, WA 98021 Page: 9 <br />