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Y <br /> WEST FF%,-, <br /> 1624 Grove Street (425)347-8998 <br /> COAST fl <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. I Marysville,WA 98270 <br /> 0 <br /> Beam: B8 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 240 240 <br /> Member: 4x8 DF#2 <br /> E psi 1.60E+06 x= 3 (ft) <br /> I inA4 111 M @ x= 1.08 (k-ft) <br /> A inA2 25.4 V@x= 0 (k) <br /> Results <br /> M allow= 2.99 (k-ft) Loading Diagram:B8 1 <br /> M max= 1.08 (k-ft) a 600 0.8 7 <br /> R1 = 0.72 (k) 400 0.6 <br /> R2 = 0.72 (k) 9 0.4 <br /> 23 <br /> m 1 0.2 av max= 42 (psi) <br /> Deflect. = 0.039 (in) 0 1 2 3 4 5 6 <br /> = L <br /> 1823 <br /> B9, B15-cantilever controls <br /> w= 1/2 (17)40+ 80= 420 plf <br /> M = 4^2 (420) = 3.36 k <br /> 2 <br /> 14"x 1-1/8" rim joist will be sufficient. <br /> Project: W4371 Sheet No: 13 9/5/2017 <br />