Laserfiche WebLink
3.0 Garvity Framing Design <br />Beam 1: 6X10 PT HF#2 <br />Span = <br />9.00 <br />ft <br />Trib. Area = <br />6.00 <br />ft <br />DL = <br />10.00 <br />psf <br />LL = <br />25.00 <br />psf <br />W = <br />210.00 <br />plf <br />Use W = <br />250.00 <br />plf <br />V= <br />1125.00 <br />lb <br />M= <br />2531.25 <br />Ib-ft <br />SIZE: b= 5.5 in E= 1100000 psi <br />d= 9.5 in Fv= 140 psi <br />S= 82.73 in' <br />A= 52.25 in= <br />1= 392.96 in <br />Fb'= Cc*CM*Ci*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 />Cf= <br />1 <br />TEMP. FACTOR <br />CL= <br />1.00 <br />BEAM STABILITY FACTOR <br />CF= <br />1 <br />SIZE FACTOR <br />Cf.= <br />1 <br />FLAT USE FACTOR <br />G,= <br />1 <br />INCISING FACTOR <br />Cr <br />1 <br />REPETITIVE MEMBER FACTOR <br />L= <br />9.00 it <br />K= <br />1.8 <br />EM,H'= <br />400000 psi <br />Le= <br />194.4 in <br />Ra= <br />7.81 <50 OK <br />FbE= <br />7862.25 psi <br />Fb*= <br />573.75 psi <br />Fbjb*= <br />13.70 <br />CL= <br />1.00 <br />Fe = 571.51 psi <br />f'b= 367.16 psi <br />fb/F'b= 0.64 OK <br />F'v = <br />119.00 <br />psi <br />f'v = <br />32.30 <br />psi <br />fv/F'v= <br />0.27 <br />OK <br />ALL+DL= 5WL4/384EI <br />= <br />0.09 <br />in <br />L/240 = <br />0.45 <br />in <br />ALL= <br />0.05 <br />in <br />1-1480 = <br />D.23 <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 />4 <br />