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0 <br /> i <br /> Project: <br /> Date: 2/6/2018 <br /> Page: . ��r7_1r_ . <br /> f // 4PRO <br /> Simply Supported -Timber Beam Design 1 2a°$ <br /> CiTy <br /> OF <br /> e'ermi`S ��S Member Tag £ Span,ft: <br /> Braced,ft: J 5 Flat Use: :-..:••:•.:40'n,...g],•....•0 <br /> Repetitive: A Pres Treat: Y <br /> Provide: :, 1) € x2 <br /> Grade: Doig.Fir# Shear Diagram♦ ♦ Moment Diagram <br /> i <br /> !:I <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 /> s0 0 0 <br /> 0 `. 0 €:. 0 .. 1 0 0 0 <br /> %; 0 0 :J 4:. . 0 0 0 <br /> 0 0 0 €j 0 0 0 <br /> _........ _ _. ..__ is <br /> Total 0 0 <br /> 15::: :-4,?7. 1,4.17 . 0 10. . 0 ::::::.•!....1•..n4:-...:•.;•:-.1.-..!.. 1063 1063 <br /> n3:: <br /> !„ i 0 4^. .. 0 s ::: 0 £3 0 0 <br /> Ri: • <br /> 0 0 ;i' 0 0 : 0 0 <br /> 0 0 <br /> Total 1063 1063 <br /> 25(- ...14- 1u 17 0 ' ::10 0 Ci T 1771 1771 <br /> 0 <br /> >. 0 0 <br /> t3 C:>.. i....;: ..:0 ::0 E} 0 0 <br /> Total 1771 1771 <br /> Maximum of Load Combinations 0+5>! s End Reactions <br /> Deflection, 0.15 in o+s Deflection,0 0.15 in 2834 2834 <br /> Moment,M 7085 ft-lbs D+s Moment,M 7085 ft-Ibs Req'd Bearing Length <br /> • Shear,V 2862 lbs D+s Shear,V 2862 lbs • 0.82 0.82 <br /> ................................................. <br /> .... ........................................... <br /> ................................................ <br /> ........................... ..................... <br /> ............................................... <br /> *Taken distance'd'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= 0.056 AL = L/ 3i0N <br /> Bearing Perp 625 psi 625 psi CR 1.00 DLL= 0.000 AT = L/ 24 <br /> Bending,Fb 735 psi 845 psi C,31.0 DSL= 0.093 Limit Capacity <br /> Shear,Fv 170 psi 196 psi CL or Cv 1.00 DSL+LL= 0.093 0.33 27.8% <br /> M. Elasticity,E 1,235,000 1,235,000 DTL= 0.148 0.50 29.6% <br /> Required Section Properties Provided Section Properties Results Capacity <br /> Area,A 25.26 in2 Area,A 63.25 inZ :'< e ',aca;;;; 39.9% <br /> Section Modulas,S 115.71 in3 Section Modulas,5 121.23 in3 'i*r isa•.i:s 95.4% <br /> Moment of Inertia,I 207 inA4 Moment of Inertia,I 697 inA4 i>rt:3r3,a.>c rar•g+ 29.6% ----- <br />