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i EGE[IVE1 <br /> �' ° ;t,2 Project: 21 0000 PROJE <br /> ' � �''�` ' 71" <br /> j(/ �/ Date: 3/18/2022 ^/ <br /> gslo"rs l..04 Page: 1.1 <br /> "` CITY OF EVERETT <br /> Simply Supported - Timber Beam Design Permit Services <br /> Member Tag: Header Span,ft: 4 <br /> r. ... ft r Flat Use: N Mmiliumin <br /> e a.e v�\\ <br /> Pres Treat: N <br /> Provide: (! 4 x 6 <br /> Gr�EI 1 7 2022 Hem-Fir#2 Shear Diagram♦ ♦ Moment Diagram <br /> MM . <br /> VIIIIIIMIIII <br /> CIT . - _ <br /> Distributed Loads Point Loads End Reactions <br /> Unit Weight, Beg.Trib End Trib Start Location, End Location, Load Location Start End <br /> PSF Width, FT Width, FT FT FT LBS FT <br /> 0 0 0 0 0 0 0 0 0 <br /> > 0 0 0 0 0 0 0 0 0 <br /> J 0 0 0 0 0 0 0 0 0 <br /> 0 0 0 0 0 0 0 0 0 <br /> Total 0 0 <br /> 15 5.75 5.75 0 4 0 0 173 173 <br /> 0 0 0 0 0 0 0 0 0 <br /> ra <br /> a) <br /> 0 0 0 0 0 0 0 0 0 0 <br /> 0 0 0 0 0 0 0 0 0 <br /> Total 173 173 <br /> 3 25 5.75 5.75 0 4 0 0 288 288 <br /> o 0 0 0 0 4 0 0 0 0 <br /> v) <br /> 0 0 0 0 0 0 0 0 0 <br /> Total 288 288 <br /> Maximum of Load Combinations D+S End Reactions <br /> Deflection,A 0.02 in D+S Deflection,A 0.02 in 460 460 <br /> Moment, M 460 ft-Ibs D+S Moment, M 460 ft-lbs Req'd Bearing Length <br /> Shear,V 465 lbs D+s Shear,V 465 lbs 0.32 0.32 <br /> *Taken distanced'from support,subject to NDS 3.4.3 Hanger: <br /> Modified Material Properties Modifiers Deflection(in.) <br /> Cd=1.00 Cd=1.15 CF 1.30 DDL= 0.008 AL = L/ 480 <br /> Bearing Perp 405 psi 405 psi CR 1.00 DLL= 0.000 AT = L/ 360 <br /> Bending, Fb 1,159 psi 1,333 psi Cfu 1.05 DSL= 0.013 Limit Capacity <br /> Shear,Fv 150 psi 173 psi CL or Cv 1.00 DSL+LL= 0.013 0.10 13.1% <br /> M. Elasticity, E 1,300,000 1,300,000 DTL= 0.021 0.13 15.7% <br /> Required Section Properties Provided Section Properties Results Capacity <br /> Area,A 4.65 in2 Area,A 19.25 in2 Satisfactory 24.1% <br /> Section Modulas,S 4.76 in3 Section Modulas,S 17.65 in3 Satisfactory 27.0% <br /> Moment of Inertia, I 8 in^4 Moment of Inertia, I 49 inA4 Satisfactory 15.7% <br />