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WEST (� 1624 Grove Street (425)347-8998 <br /> COAST r <br /> STRUCTURALJ Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: B11, B12 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 5 ft start end (ft) start end (plf) distance(ft) <br /> 0 5 1080 1080 <br /> Member: 4x10 DF#2 <br /> E psi 1.60E+06 x= 2.5 (ft) <br /> I inA4 231 M @ x= 3.37 (k-ft) <br /> A inA2 32.4 V@x= 0 (k) <br /> Results <br /> M allow= 4.49 (k-ft) 3000 Loading Diagram:Bii 1 <br /> M max= 3.37 (k-ft) 0.8 <br /> R1 = 2.70 (k) -� 2000 0.6 <br /> R2 = 2.70 (k) 3 1000 0.4 <br /> v max= 125 (psi) ' 0.2 a <br /> o . - - - - - - - - - o <br /> Deflect. = 0.041 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br /> = L <br /> 1457 <br /> Beam: B13, B14 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 9 ft start end (ft) start end (pif) distance(ft) <br /> 0 9 960 960 <br /> Member: 5 1/8"x 9"24F V4 GLB <br /> E psi 1.80E+06 x= 4.5 (ft) <br /> I inA4 311 M @ x= 9.72 (k-ft) <br /> A inA2 46.1 V @ x= 0 (k) <br /> Results <br /> M allow= 13.80 (k-ft) Loading Diagram:B13,B14 1 <br /> M max= 9.72 (k-ft) a 2000 0.8 a <br /> R1 = 4.32 (k) 13 0.6 <br /> R2 = 4.32 (k) 2 1000 0.4 <br /> v max= 140 (psi) o - - - - - - - - 00'2 a <br /> Deflect. = 0.254 (in) 0 1 2 3 4 5 6 7 8 9 <br /> = L <br /> 426 <br /> Project: W4371 Sheet No: 14 9/5/2017 <br />