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Beam 3: 6X8 PT HF#2 <br />Span = <br />3.00 <br />ft <br />Trib. Area = <br />4.00 <br />It <br />DL= <br />12.00 <br />psf <br />LL = <br />60.00 <br />psf <br />W = <br />288.00 <br />plf <br />Use W = <br />400.00 <br />plf <br />V= <br />600.00 <br />It, <br />M= <br />450.00 <br />lb-ft <br />SIZE: <br />b= <br />5.5 <br />in E= 1100000 psi <br />d= <br />7.5 <br />in Fv= 140 psi <br />S= <br />51.56 <br />in' <br />A= <br />41.25 <br />in' <br />1= <br />193.36 <br />in <br />Fe= Co*CM*C,*CF*C;*CP <br />Fb= <br />675 <br />psi <br />Cc= <br />1 <br />LOAD DURATION FACTOR <br />CM= <br />0.85 <br />WET SERVICE FACTOR <br />C,= <br />1 <br />TEMP. FACTOR <br />CL= <br />1.00 <br />BEAM STABILITY FACTOR <br />CF= <br />1 <br />SIZE FACTOR <br />Cb,= <br />1 <br />FLAT USE FACTOR <br />C;= <br />1 <br />INCISING FACTOR <br />Cr <br />1 <br />REPETITIVE MEMBER FACTOR <br />L= <br />3.00 ft <br />K= <br />1.8 <br />EmIN= <br />400000 psi <br />Le= <br />64.8 in <br />Re= <br />4.01 <50 OK <br />FbE= <br />29876.54 psi <br />Fb*= <br />573.75 psi <br />Fbjb*= <br />52.07 <br />CL= <br />1.00 <br />Fe= 573.19 psi <br />f'b= 104.73 psi <br />fb/F'b= 0.18 OK <br />F'v = <br />119.00 <br />psi <br />f'v= <br />21.82 <br />psi <br />fv/F'v= <br />0.18 <br />OK <br />ALL+DL = 5WL4/384EI <br />= <br />0.00 <br />in <br />U240 = <br />0.15 <br />in <br />ALL = <br />0.00 <br />in <br />LJ480 = <br />0.08 <br />in <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: 6 <br />