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Beam 2: 6X10 PT HF#2 <br />Span = <br />6.00 <br />it <br />Trib. Area = <br />9.00 <br />ft <br />DL = <br />12.00 <br />psf <br />LL = <br />60.00 <br />psf <br />W = <br />648.00 <br />plf <br />Use W = <br />700.00 <br />plf <br />V= <br />2100.00 <br />lb <br />M= <br />3150.00 <br />lb-ft <br />SIZE: <br />b= <br />5.5 <br />in <br />d= <br />9.5 <br />in <br />S= <br />82.73 <br />in3 <br />A= <br />52.25 <br />in' <br />1= <br />392.96 <br />in` <br />Fe= CD*CM'Ct*CF*CI*CP <br />E= 1100000 psi <br />Fv= 140 psi <br />Fb= <br />675 <br />psi <br />CD= <br />1 <br />LOAD DURATION FACTOR <br />CM= <br />0.85 <br />WET SERVICE FACTOR <br />Cp <br />1 <br />TEMP. FACTOR <br />CL= <br />1.00 <br />BEAM STABILITY FACTOR <br />CF= <br />1 <br />SIZE FACTOR <br />CL„= <br />1 <br />FLAT USE FACTOR <br />C;= <br />1 <br />INCISING FACTOR <br />C,= <br />1 <br />REPETITIVE MEMBER FACTOR <br />L= <br />6.00 ft <br />K= <br />1.8 <br />EMirr = <br />400000 psi <br />Le= <br />129.6 in <br />Re= <br />6.38 <60 OK <br />FbE= <br />11793.37 psi <br />Fb*= <br />573.75 psi <br />FbEFb"= <br />20.55 <br />CL= <br />1.00 <br />Fe= 572.29 psi <br />f'b= 456.91 psi <br />fb/F'b= 0.80 OK <br />F'v = 119.00 psi <br />f'v= 60.29 psi <br />fv/F'v= 0.51 OK <br />ALL+DL= 5WL4/384EI <br />= 0.05 in <br />L/240 = 0.30 in <br />ALL = 0.04 in <br />U480 = 0.15 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: 5 <br />