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, . ( ( <br /> . , ��H� <br /> STRUCTURAL DESIGN ASSOCIATES TIUe: Job M <br /> 2210 HEWITT AVENUE Dsgnr: Date: 3:33PM, 26 JUL 08 <br /> SUITE 401 Deacriptlon: <br /> EVERETT,WA 98201 <br /> 425.339.0293 Scopa: <br /> - ned�seao5o______-._..__-._.__._.________-.__.__._-_._ <br /> -------------------- -- - ---------- <br /> use�.icw.cscsos; v«sao,i.oa�-zaoa General Timber Beam 9 ' <br /> �c�i5BY2W3ENERCALCEnpineenrp5oliwue Pa e � <br /> Deseription <br /> ' _G@t1B!81 It1fOrtllatlOfl Code Ref: 1997 NDS,2003 IBC,2003 NFPA 5000.Base albwables are user defined � <br /> SectionName 10z72 CenlerSpan 18.00ft .... .Lu O.00R <br /> Beam Width 9.500in Lefl Cantilever ft ... . .Lu 0.00 R <br /> Beam Deplh 17.500 in Right Cantilever N . .. .Lu 0.00 R <br /> Member Type Sawn Dougles Fir•Larch,Dense No.t <br /> Fb Base Allow 1,550.Opsi <br /> Load Dur.Factor 1.150 Fv Allow 170.0 psi <br /> Beam End Fixity Pin-Pin Fc Allow 730.0 psi <br /> E 1.700.Oksi <br /> Full Len tg h Uniform Loads - - - - - �� <br /> � Center DL ` <br /> 288.00 p/fl LL 600.00 k/ft <br /> LeftCantilever DL p/k LL a/ry <br /> Right Cantilever DL #/h LL #/ft <br /> _. - ------------------ <br /> Trapezotdal Loada --- - - -- -- --' <br /> i17 DL @ LeN 742.00 #!k LL Q Lefl #!ft Start Loc 3.500 N <br /> DL Q Right 742.00 #!fl LL @ Right pNt End Loc 7.170 fl <br /> N2 DL @ Left 142.00 #.�R LL @ Lek #!R Staq Loc 9.000 fl <br /> DL @ Right 142.00 Itlft LL @ Right p/ft Entl Loc 12.670 ft <br /> Summary Overstres:oed in Bending ! � <br /> Span= 1B.00k,Beam Witlth=9.SOOin x Deplh= 71.5in,Ends are Pin-Pin <br /> Max Stress Ratio �zsi ; � ' <br /> - I HfaximartrArtanl€nt-- 39.2 k-k Maximum Shear' 1.5 11.6 k <br /> Allowable 31.1 k-fl Allowabie 2i.4 k <br /> i Max.Positive Moment 3922 k-ft at 9.072 ft Shear. @ Left 8.57k <br /> Max.Negative Momenl 0.00 k�ft al 0.000 ft @ Right 8.46 k <br /> Maz @ LeR Support 0.00 k•tt Camber: Q Lefl� O.00Oin <br /> Max @ Right Support D.00 k-R (q Center 0.635 in <br /> ! Maz.M allow 31.10 �Right O.00Oin <br /> IReactions... <br /> fb 2,247.74 psi Po 106.20 psi LeR DL 3.77 k Maa 8.57k <br /> Fb 1,782.50psi Fv 795.50psi RightDL 3.06k Max 8.46k <br /> Deflectlons -' <br /> Center Span... Deatl Load Total Load Lett Can6lever... Dead Loatl Tolal LoaC <br /> Deflection •0.423 in •1.715 in Deflecti,n 0.000 in 0.000 in <br /> ...Localion g.000R 9.00Ofl ...Length�Defl 0.0 0.0 <br /> ...Length/�efl 510.5 193,64 Right CanHlever... <br /> Camber(using 1.5•D.L.Defl�... Detlection 0.000 in 0.000 in <br /> @ Center O.E35 in ..lenqthrDefl 0.0 0.0 <br /> @ Left O.UOD in <br /> @ Righl 0.000 in <br /> �I � <br /> I <br />