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C <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: Cr/4/ 114 E Z",e <br /> SPAN= L = // FEET DL = PSF LL = PSF <br /> THEREFORE TL = PSF <br /> w = TL x width contrib. area T PLF <br /> 5— • ? " <br /> MDES.(UNIF LOAD) = w x L2/8 FT# <br /> 2/ FT # <br /> FT# <br /> c IN # <br /> MDES. (POINT LOAD) = ((L — „NY/L x P) x X FT# <br /> FT# <br /> FT# <br /> IN# <br /> BEAM OR JOIST TYPE: /LI," GRADE: "e Fb 7 5- PSI <br /> y- <br /> (Min. S Req'd = (3 IN3) <br /> S = b x d2/6 IN3 = = 11\13 <br /> THEREFORE: MCAP = S . Fb IN# <br /> MCAT). jel • /1 626 IN# <br /> GREATER THAN MDEs. ;;; 9é IN# REQUIRED <br /> THEREFORE OKAY <br /> KY1--( <br />