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3.0 Garvity Framing Design <br /> B1:5.5x12GLB <br /> Span= 8.50 ft <br /> Trib.Area= 13.00 ft(Roof) 0.00 ft(Floor) Pdl= 0 lbs <br /> DL= 30.00 psf 15.00 psf P11= 0 lbs <br /> LL= 65.00 psf 40.00 psf Ll= 0 ft <br /> W= 1235.00 plf 0.00 plf Lr= 8.5 ft <br /> Use W= 1300.00 plf RI= 0.00 lbs <br /> V= 5525.00 lb Rr= 0.00 lbs <br /> M= 11740.63 lb-ft M= 0.00 lb-ft <br /> SIZE: b= 5.5 in E= 1800000 psi <br /> d= 12 in Fv= 265 psi <br /> S= 132.00 in3 <br /> A= 66.00 in2 <br /> 1= 792.00 in4 <br /> Fb'= CD*CM*Ct*CF*Ci*CP <br /> Fb= 2400 psi <br /> CD= 1 LOAD DURATION FACTOR <br /> CM= 1 WET SERVICE FACTOR <br /> Cv= 1.01 Volumn <br /> CL= 0.99 BEAM STABILITY FACTOR <br /> L= 8.50 ft <br /> K= 1.83 <br /> EMIN'= 950000 psi <br /> Le= 186.66 in <br /> RB= 8.61 <50 <br /> FbE= 15395.64 psi <br /> Fb*= 2400.00 psi <br /> FbE/Fb*= 6.41 <br /> CL= 0.99 <br /> Fb'= 2411.97 psi <br /> f'b= 1067.33 psi <br /> fb/F'b= 0.44 OK <br /> F'v= 265.00 psi <br /> f'v= 125.57 psi <br /> fv/F'v= 0.47 OK <br /> ALL+DL= 5WL4/384E1 <br /> = 0.11 in <br /> U240= 0.43 in <br /> ALL= 0.07 in <br /> U480= 0.21 in <br /> Job Number: 2022022 Engineer: Frankie Tsui <br /> Job Name: Wyatt Project Date: 8/28/2022 <br /> Location: 2405 State St Everett,WA 98201 Page: 4 <br /> 1 <br />