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A <br /> BEAM CALCULATIONS <br /> BY: Bruce S MacVeigh,. RE. <br /> DATE: 14245 59th Ave.S. <br /> Tukwila,WA 98168 <br /> PROJECT: Cell: (206)571-8794 <br /> BEAM LOCATION: fr// e-)- 6 — 5 <br /> SPAN= L = / FEET DL = 5- PSF LL = PSF <br /> THEREFORE TL = s'T PSF <br /> w = TL x width contrib. area = //0 PLF <br /> 2 ' C.-- <br /> MDESJUNIF. LOAD) = W X L2/8 FT# <br /> //e> A-72/e FT# <br /> 2 FT# <br /> 244 <br /> 3,10 IN # <br /> MDES. (POINT LOAD) = ((>7d/X) L x P) x X FT # <br /> FT # <br /> FT# <br /> IN # <br /> BEAM OR JOIST TYPE: '."--7) GRADE: iP'r "444 Fb :2'C7" PSI <br /> ./)/3"4/ • -y•/0 " <br /> (Min. S Recfd = 9*- IN3) <br /> S = b x d2/6 IN3 = = 2/, 9 1N3 X <br /> THEREFORE: MeAp = S . Fb = IN# <br /> WAR •ey 21' 9 37, 433 IN# <br /> GREATER THAN MDEs. = 2"., 3.46 IN# REQUIRED <br /> 177-- <br /> THEREFORE OKAY <br />