1217 LOMBARD AVE B 2020-07-14 - Laserfiche WebLink

Project: Date: 2/6/2018 Pag Simply Supported - Timber Beam Design Member Tag: ...]:.:•,•:::::•,..:,',.....H:1::::,:•:a:: 8 ' � I f i,:. I. 1 is i : Braced,ft: :: Flat Use Pv ' Repetitive: P Pres Treat: P. 1 i 1 Provide: 1) :; x: 13 Grade: He.rn-:Fir 2 Shear Diagram♦ ♦ Moment Diagram • i i i I ' i t I ' i. I I Distributed Loads Point Loads End Reactions Unit Weight, Beg.Trib End Trib Start Location, End Location, Load Location Start End PSF Width,FT Width,FT FT FT LBS FT c {} {i 0: :; i; 0 f: 0 0 z 0 0 i1 i 0 0 0 0. 0 0 .. r 0 Ef:;: 0 0 Total 0 0 .; .. 1;5. . .. 14.17.. ;. . ::14.1 . . 0 :. 8 i. 0 850 850 0 n 0 Total 850 850 L.5 14 14,27 0 r 6:. . } 1417 1417 0 vi . u::: 0 C . . 0. 0.. ..: :11.. ::.. 0I. 0 0 Total 1417 1417 .................................................................................. Maximum of Load Combinations i+,§.:I: i End Reactions Deflection, 0.12 in D+s Deflection,A 0.12 in 2267 2267 Moment,M 4534 ft-lbs D+s Moment,M 4534 ft-lbs Req'd Bearing Length • Shear,V 2290 lbs • D+s Shear,V 2290 lbs • 1.02 1.02 • .... ..•....................... ................ *Taken distance'd'from support,subject to NDS 3.4.3 Hanger: ............................................... Modified Material Properties Modifiers Deflection(in.) Cd=1.00 Cd=1.15 CF 1.00 DDL= 0.045At = L/i a;-••; Bearing Perp 405 psi 405 psi CR 1.00 DLL= 0.000 AT = L/i_ 240 • ............:........... Bending,Fb 708 psi 815 psi Cf„ 1.t;:a' I' DSL= 0.076 Limit Capacity Shear,Fv 140 psi 161 psi CL or Cv 1.00 DSL+LL= 0.076 0.27 28.3% M.Elasticity,E 1,100,000 1,100,000 DTL= 0.121 0.40 30.2% Required Section Properties Provided Section Properties Results Capacity Area,A 24.53 in2 Area,A 52.25 int cst.iissrc:or'y 47.0% Section Modulas,S 76.80 in3 Section Modulas,S 82.73 in3 s8:,.i..:'',....ci:te.sr:;v 92.8% Moment of Inertia,I 119 inA4 Moment of Inertia,I 393 inA4 S>; t:><a;:s;.>••;, 30.2%