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ends pinned <br /> <br />SUMMARY OF BEAM LOADS <br /> <br />I.]NIPC3EM L..(:]AD C)V~R F'ULL SPAN: <br /> <br />Dead L,:,ad ::: a( p.sf <br />Liwe Load * .~0 ~)sf <br />OC.'. Spa,::ng. =:: 1 'ft <br /> <br />T[~ I ANF~UI.,AR LOAD: <br /> <br />Max a't iefit su~t: Dead <br />Length to O load = 16 ft <br />OC beam cpac:ing := 1 ft <br /> <br />1].¢-', p!?,'¢ [., :i, 'vI,~? {9,1, p!uf <br /> <br />WOOD BEAM - DESI6N CRITERIA <br /> <br /> 1,, /]].lowable Bending,psi: FD =: J. 250 <br /> '.2. ~llc, wabte Shear~ osi: Fv = <br /> <br /> 4. YZ)uration of load 'fa.:tc, r = 1. 15 <br /> 5. Live Load: Def~ec~i*::rr~ -( t. / ~0 <br /> 6. D+L Load: Deflectior'~ < L / 240 <br /> 7. IJm'$r'aced top edge <br /> )n region of +M (ft): Lu = 0 <br /> 8. Unbraced bottom edge <br /> in r~gion of -M (ft)~ Lu = 0 <br /> 'D.. Elf ~ff)an lgth ratio: le/lu= <br />10. A;l<-,~ed ,:z, verstYe~: (%)/100= .01 <br />11. Exacl: Beam WIDTH <in): b = 3.5 <br /> <br />:[:~EAI~I !3 :r ZE <br /> <br />I},,J'l., 1.,:::,ad [)07 f :1 ,:?,: t i. <br /> <br /> <br />