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Roof Joist: 2X6 PT HF#2 <br />Span = <br />6.00 <br />ft <br />Trib. Area = <br />2.00 <br />it <br />DL= <br />10.00 <br />psf <br />LL= <br />25.00 <br />psf <br />W = <br />70.00 <br />plf <br />Use W = <br />100.00 <br />pH <br />V= <br />300.00 <br />lb <br />M= <br />450.00 <br />lb-ft <br />SIZE: b= 1.5 in E= 1300000 psi <br />d= 5.25 in Fv= 140 psi <br />S= 6.89 in3 <br />A= 7.88 in' <br />1= 18.09 in' <br />Fb= CO'CM*CI'CF" CI'CP <br />Fb= <br />850 <br />psi <br />Co= <br />1.15 <br />LOAD DURATION FACTOR <br />CM= <br />0.85 <br />WET SERVICE FACTOR <br />C,= <br />1 <br />TEMP. FACTOR <br />C,= <br />0.94 <br />BEAM STABILITY FACTOR <br />CF= <br />1.3 <br />SIZE FACTOR <br />Cru= <br />1 <br />FLAT USE FACTOR <br />C;= <br />1 <br />INCISING FACTOR <br />Cp <br />1 <br />REPETITIVE MEMBER FACTOR <br />L= <br />6.00 ft <br />K= <br />1.8 <br />EMIN= <br />470000 psi <br />Le- <br />129.6 in <br />Re= <br />17.39 <50 OK <br />Fbe= <br />1865.08 psi <br />Fb'= <br />1080.14 psi <br />FboFb•= <br />1.73 <br />CL= <br />0.94 <br />Fb'= 1018.81 psi <br />fb= 783.67 psi <br />fb/F'b= 0.77 OK <br />F'v = 136.85 psi <br />f'v = 57.14 psi <br />fv/F'v= 0.42 OK <br />ALL+DL= 5WL4/384EI <br />= 0.12 in <br />U240 = 0.30 in <br />ALL= 0.06 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: 7 <br />