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1 'j+, <br /> �' ° `��2 Project: 21-0000 PROJECT <br /> r ?; 2/-72-- <br /> �� 'y(� G Date: 3/18/2022 <br /> 4,9 ,,' b- Page: 1.1 <br /> giant° <br /> Simply Supported - Timber Beam Design <br /> Member Tag: Kitchen Span,ft: 17.67 <br /> Braced,ft: 0.5 Flat Use: N <br /> Repetitive: N Pres Treat: N <br /> Provide: (1) 3.5 x 12 <br /> Grade: Glu-Iam,24F-V4 Shear Diagram♦ ♦ Moment Diagram <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 12.5 12.5 0 17.67 0 0 1657 1657 <br /> - 0 0 0 0 0 0 0 0 0 <br /> co <br /> a) <br /> O 0 0 0 0 0 0 0 0 0 <br /> 0 0 0 0 0 0 0 0 0 <br /> Total 1657 1657 <br /> 3 25 12.5 12.5 0 17.67 0 0 2761 2761 <br /> o 0 0 0 0 0 0 0 0 0 <br /> v1 <br /> 0 0 0 0 0 0 0 0 0 <br /> Total 2761 2761 <br /> Maximum of Load Combinations D+S End Reactions <br /> Deflection,A 1.21 in D+S Deflection,A 1.21 in 4418 4418 <br /> Moment, M 19514 ft-lbs D+S Moment, M 19514 ft-lbs Req'd Bearing Length <br /> Shear,V 4462 lbs D+S Shear,V 4462 lbs 1.94 1.94 <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 1.00 DDL= 0.453 AL = L/ 480 <br /> Bearing Perp 650 psi 650 psi CR 1.00 DLL= 0.000 AT = L/ 360 <br /> Bending, Fb 2,516 psi 2,894 psi Cf„ 1.05 DSL= 0.756 Limit Capacity <br /> Shear,Fv 240 psi 276 psi CL or Cv 1.00 DSL+LL= 0.756 0.44 171.0% <br /> M. Elasticity, E 1,800,000 1,800,000 DTL= 1.209 0.59 205.2% <br /> Required Section Properties Provided Section Properties Results Capacity <br /> Area,A 27.89 in2 Area,A 42.00 in2 Satisfactory 66.4% <br /> Section Modulas,S 93.06 in3 Section Modulas,S 84.00 in3 Unsatisfactory 110.8% <br /> Moment of Inertia, I 1,034 in^4 Moment of Inertia, I 504 in^4 Unsatisfactory 205.2% <br />