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Deck Joist: 2X1OPT HF#2 <br />Span = <br />8.50 <br />ft <br />Trib. Area = <br />1.33 <br />ft <br />DL= <br />10.00 <br />psf <br />LL= <br />60.00 <br />psf <br />W = <br />93.33 <br />plf <br />Use W = <br />100.00 <br />plf <br />V= <br />425.00 <br />lb <br />M= <br />903.13 <br />lb-ft <br />SIZE: b= 1.5 in E= 1300000 psi <br />d= 9.25 in Fv= 140 psi <br />S= 21.39 in <br />A= 13.88 in' <br />1= 98.93 in` <br />Fb'= Cc*CM*Ct*CF*C;*CP <br />Fb= <br />850 <br />psi <br />Cc= <br />1 <br />LOAD DURATION FACTOR <br />CM= <br />0.85 <br />WET SERVICE FACTOR <br />Ci= <br />1 <br />TEMP. FACTOR <br />CL= <br />0.79 <br />BEAM STABILITY FACTOR <br />CF= <br />1.1 <br />SIZE FACTOR <br />Cw= <br />1 <br />FLAT USE FACTOR <br />C;= <br />1 <br />INCISING FACTOR <br />C,= <br />1 <br />REPETITIVE MEMBER FACTOR <br />L= <br />8.50 ft <br />K= <br />1.8 <br />EMiN'= <br />470000 psi <br />Le= <br />183.6 in <br />Re= <br />27.47 <50 OK <br />FbE= <br />747.22 psi <br />Fb*= <br />794.75 psi <br />FbvFb*= <br />0.94 <br />Or <br />0.79 <br />Fb'= 628.46 psi <br />f'b= 506.65 psi <br />fb/F'b= 0.81 OK <br />F'v= <br />119.00 <br />psi <br />f'v= <br />45.95 <br />psi <br />fv/F'v= <br />0.39 <br />OK <br />ALL+DL= SWL4/384EI <br />= <br />0.09 <br />in <br />U240 = <br />0.43 <br />in <br />ALL= <br />0.07 <br />in <br />U480 = <br />0.21 <br />in <br />Job Number: <br />Engineer: <br />Frankie Tsui <br />Job Name: <br />3825 COLBY REMODELING <br />Date: <br />2/16/2022 <br />Location: <br />3825 COLBY AVE, Everett, WA 98021 <br />Page: <br />8 <br />