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_ . . <br /> ...�'. ;� 22` 2 2, Project: 21 0000 PROJECT <br /> ?U G ! Date: 3/18/2022 <br /> 4 ' ( ) Page: 1.1 <br /> Simply Supported - Timber Beam Design <br /> Member Tag: Living Room Span,ft: 10.75 ibMbouni <br /> Braced,ft: 0.5 Flat Use: N <br /> Repetitive: N Pres Treat: N <br /> Provide: (1) 4 x 10 <br /> Grade: Hem-Fir#2 Shear Diagram A ♦ Moment Diagram <br /> Aill <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 /> 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 5.5 5.5 0 10.75 0 0 443 443 <br /> 0 0 0 0 0 0 0 0 0 <br /> na <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 443 443 <br /> 3 25 5.5 5.5 0 10.75 0 0 739 739 <br /> ° 0 0 0 0 0 0 0 0 0 <br /> V) <br /> 0 0 0 0 0 0 0 0 0 <br /> Total 739 739 <br /> Maximum of Load Combinations D+S End Reactions <br /> Deflection,A 0.22 in D+S Deflection,A 0.22 in 1183 1183 <br /> Moment, M 3178 ft-lbs D+S Moment, M 3178 ft-lbs Req'd Bearing Length <br /> Shear,V 1194 lbs D+S Shear,V 1194 lbs 0.83 0.83 <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 1.20 DDL= 0.083 AL = L/ 480 <br /> Bearing Perp 405 psi 405 psi CR 1.00 DLL= 0.000 AT = L/ 360 <br /> Bending, Fb 1,069 psi 1,230 psi Cfu 1.05 DSL= 0.138 Limit Capacity <br /> Shear,Fv 150 psi 173 psi CL or Cv 1.00 DSL+LL= 0.138 0.27 51.2% <br /> M. Elasticity, E 1,300,000 1,300,000 DTL= 0.220 0.36 61.5% <br /> Required Section Properties Provided Section Properties Results Capacity <br /> Area,A 11.94 in2 Area,A 32.38 in2 Satisfactory 36.9% <br /> Section Modulas,S 35.66 in3 Section Modulas,S 49.91 in3 Satisfactory 71.5% <br /> Moment of Inertia, I 142 in^4 Moment of Inertia, I 231 inA4 Satisfactory 61.5% <br />