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BEAM CALCULATIONS <br /> BY: Bruce S MacVeigh,. P.E. <br /> DATE: ?4' ',/‘ 14245 59th Ave.S. <br /> Tukwila,WA 98168 <br /> PROJECT: //54/ Pe/"''''4) — 1/4 '441 Cell: (206)571-8794 <br /> BEAM LOCATION: 6;41/.944.5*— 4),-./4/71.'0/ 4- .,,13?67,4 <br /> SPAN = L = FEET DL = /6) PSF LL = PSF <br /> ) THEREFORE TL = PSF <br /> w = U x width contrib. area = 36 PLF <br /> 7s <br /> // <br /> MDESJUNIF. LOAD) = W x L2/8 FT # <br /> = g -Ye FT# <br /> FT # <br /> = aje IN# <br /> MDES. (POINT LOAD) = ((L — X) / x P) x X FT# <br /> FT# <br /> FT # <br /> IN # <br /> BEAM OR JOIST TYPE: r11 F-13 GRADE: Of '41 Fb 7 PSI <br /> " 3( It <br /> (Min. S Req'd = IN3) <br /> S = b x d2/6 IN3 = ---- 1-N3 <br /> THEREFORE: McAp. = S . Fb IN# <br /> MCAP 2 /2 g7c= = ? 1c IN # <br /> GREATER THAN MDES. 84"‘--1 IN# REQUIRED <br /> THEREFORE OKAY <br />