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BEAM CALCULATIONS <br /> BY: Bruce S MacVeigh,. P.E. <br /> DATE: 14245 59th Ave.S. <br /> Tukwila,WA 98168 <br /> PROJECT: Cell: (206)571-8794 <br /> BEAM LOCATION: 014/2 A6)(/ e/6"4'/ / t — <br /> f <br /> SPAN = L = ge FEET DL = PSF LL = PSF <br /> //1 ") <br /> (75THEREFORE TL = 3c- PSF <br /> - "- <br /> w = TL x width contrib. area = PLF <br /> r•.‘ ' <br /> MDES.(LIME LOAD) = w x L2/8 FT# <br /> =. 7..7 •6 /2 FT # <br /> FT # <br /> = /8IN # <br /> MDES. (POINT LOAD) ((L )I L x P) x X FT# <br /> FT# <br /> FT# <br /> IN# <br /> BEAM OR JOIST TYPE : Al/ze .6') GRADE: 1)i -,e1 Fb = 2 5 PSI <br /> (Min. S Req'd = IN3) <br /> S = b x d2/6 1N3 = = /5, 14 IN3 K3 <br /> THEREFORE: Mcg = S . Fb IN# <br /> McAp. 13',/4 g .47-• = 34, 4 3 IN# <br /> GREATER THAN MDEs. = / /47/1 IN# REQUIRED <br /> THEREFORE OKAY <br /> I i) <br />