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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: //257 ��od�2 �' �G /'0/<< TD/.S�S <br /> SPAN= L = /4 f/- FEET DL = / 5- PSF LL = 40 PSF <br /> THEREFORE TL = SS PSF <br /> w = TL x width contrib. area = //c7 PLF <br /> ss x <br /> MDES.(UNIF. LOAD) = w x L2/8 FT# <br /> • _ /moox /4 z/8 FT # <br /> FT # <br /> 24 "I'') = 340 IN # <br /> MDES. (POINT LOAD) — — X) / L x P) x X FT # <br /> FT # <br /> FT # <br /> = IN# <br /> BEAM OR JOIST TYPE : /1/L �1) GRADE: /),4z Fb = 87C--- PSI <br /> 3 '_4 21')(6?" 's <br /> �Z <br /> NEA' /40U/17-1/P> (Min. S Req'd = 37'° IN3) <br /> S = bxd2/6 IN3 = 3x /3. i4 = 37, 4 IN3 <br /> THEREFORE: McAP. = S Fb = IN # <br /> McAP. <br /> 35- 4 STs— = 34,49 IN# <br /> GREATER THAN MDES. = 3?1 3 40 IN # REQUIRED <br /> G <br /> ?7 ,t <br /> THEREFORE OKAY <br /> a <br /> 2 k • <br />