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WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: B17 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 600 600 <br /> Member: 5 1/8"x 9"24F V4 GLB 0 6 960 960 <br /> E psi 1.80E+06 x= 3 (ft) <br /> inA4 311 M @ x= 7.02 (k-ft) <br /> A inA2 46.1 V@x= 0 (k) <br /> Results <br /> M allow= 13.80 (k-ft) Loading Diagram:B17 1 <br /> M max= 7.02 (k-ft) a 2000 0.8 <br /> R1 = 4.68 (k) 0.6 <br /> R2= 4.68 (k) 2 1000 0.4 <br /> ' l 0.2 a <br /> v max= 152 (psi) <br /> 0 0 <br /> Deflect. = 0.081 (in) 0 I. 2 3 4 5 6 <br /> = L <br /> 884 <br /> Beam: B18 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 16 ft start end (ft) start end (plf) distance(ft) <br /> 0 16 240 240 12 2.2 <br /> Member: 5 1/8"x 12"24F V4 GLB <br /> E psi 1.80E+06 x= 8 (ft) <br /> 1 inA4 738 M @ x= 12.1 (k-ft) <br /> A inA2 61.5 V @ x= 0.55 (k) <br /> Results <br /> M allow= 24.60 (k-ft) 600I <br /> Loading Diagram:818 2500 <br /> 2500 <br /> M max= 12.71 (k-ft) <br /> RI = 2.47 (k) 1 400 1500 v <br /> R2= 3.57 (k) 200 <br /> ' Soo loo0 2 <br /> a. <br /> o <br /> v max= 87 (psi) <br /> Deflect. = 0.436 (in) 0 2 4 6 8 10 12 14 16 <br /> L <br /> 440 <br /> Project: W4371 Sheet No: 16 9/5/2017 <br />