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WEST1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL :111A.,----1. D2 wcse.net <br /> ENGINEERING,INC. 1 Marysville,WA 98270 <br /> Beam: B10 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 23.5 ft start end (ft) start end (plf) distance(ft) <br /> 0 23.5 220 220 21 4.7 <br /> Member: 5 1/4"x 14" PSL <br /> E psi 2.00E+06 x= 11.8 (ft) <br /> I inA4 1200 M @ x= 21.1 (k-ft) <br /> A inA2 73.5 V @ x= 0.5 (k) <br /> Results <br /> M allow= 40.70 (k-ft) 600 Loading Diagram:B10 5000 <br /> M max= 21.63 (k-ft) a 400017, <br /> R1 = 3.09 (k) -0400 300 <br /> R2 = 6.79 (k) . 200 2000 <br /> v max= 138 (psi) ' 1000 a <br /> or _ _ _ _ 0 <br /> Deflect. = 0.921 (in) 0 5 10 15 20 <br /> = L <br /> 306 <br /> Beam: B19 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 9 ft start end (ft) start end (plf) distance(ft) <br /> 0 9 240 240 5.5 6.8 <br /> Member: 5 1/8"x 10 1/2"24F V4 GLB <br /> E psi 1.80E+06 x= 4.5 (ft) <br /> I inA4 494 M @ x= 14.3 (k-ft) <br /> A inA2 53.8 V @ x= 2.65 (k) <br /> Results <br /> M allow= 18.80 (k-ft) Loading Diagram:B19 8000 <br /> M max= 16.85 (k-ft) Q 600 6000 a <br /> R1 = 3.72 (k) Ts 400 4000 <br /> R2= 5.24 (k) -' 200 12000 <br /> v max= 146 (psi) 0 - _ - - _ - - - 0 <br /> Deflect. = 0.228 (in) 0 1 2 3 4 5 6 7 8 9 <br /> = L <br /> 473 <br /> Project: W4371 Sheet No: 17 9/5/2017 <br />