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4 <br /> 1 <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST fl <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: B2 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 10 ft start end (ft) start end (plf) distance(ft) <br /> 0 10 480 480 <br /> Member: 5 1/8"x 9"24F V4 GLB <br /> E psi 1.80E+06 x= 5 (ft) <br /> I in^4 311 M @ x= 6 (k-ft) <br /> A inA2 46.1 V@x= 0 (k) <br /> Results _ .. <br /> M allow= 13.80 (k-ft) Loading Diagram:B2 1 <br /> M max= 6.00 (k-ft) a£ 0.8 <br /> 100021 <br /> R1 = 2.40 (k) 0.6 'ms <br /> " <br /> co 2 <br /> R2 = 2.40 (k) 3 500 0.4 <br /> I <br /> v max= 78 (psi) o 1• _ _ - _ _ _ _ _ _ oo.z a <br /> Deflect. = 0.193 (in) 0 1 z 3 4 5 6 7 8 9 10 <br /> = L <br /> 621 <br /> Beam: B3 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 1220 1220 <br /> Member: 3 1/8"x 9"24F V4 GLB <br /> E psi 1.80E+06 x= 3 (ft) <br /> I in^4 190 M @ x= 5.49 (k-ft) <br /> A inA2 28.1 V@x= 0 (k) <br /> Results <br /> M allow= 8.40 (k-ft) Loading Diagram:B3 1 <br /> M max= 5.49 (k-ft) a 3000 0.8 7 <br /> R1 = 3.66 (k) 2000 0.6 <br /> cs <br /> R2= 3.66 (k) 2 1000 0.4 <br /> v max= 195 (psi) ' I <br /> 0.2 a <br /> Deflect. = 0.104 (in) 0 1 2 3 4 5 6 <br /> = L <br /> 691 <br /> Project: W4371 Sheet No: 10 9/5/2017 <br />