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• <br /> WEST ( 1624 Grove Street (425)347-8998 <br /> COAST r - <br /> STRUCTURA J Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: B4 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 I <br /> Member: 3 1/8"x 9"24F V4 GLB <br /> E psi 1.80E+06 x= 3 (ft) <br /> I inA4 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:B4 1 <br /> M max= 5.49 (k-ft) E 3000 0.8 <br /> R1 = 3.66 (k) 2000 0.6 .0 <br /> R2 = 3.66 (k) 3 1000 0.4 ° <br /> v max= 195 (psi) ' I <br /> 0.2 a <br /> Deflect. = 0.104 (in) 0 1 z 3 4 5 6 <br /> = L <br /> 691 <br /> Beam: B5 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 8 ft start end (ft) start end (plf) distance(ft) <br /> 0 8 1050 1050 <br /> Member: 3 1/8"x 12"24F V4 GLB <br /> E psi 1.80E+06 x= 4 (ft) <br /> I inA4 450 M @ x= 8.4 (k-ft) <br /> A inA2 37.5 V @ x= 0 (k) <br /> Results <br /> M allow= 15.00 (k-ft) 3000 Loading Diagram:B5 1 <br /> M max= 8.40 (k-ft) a 0.8 , <br /> R1 = 4.20 (k) 2000 <br /> 0'6 <br /> 23 <br /> R2= 4.20 (k) 2 1000 °'4 <br /> v max= 168 ' 0.z a <br /> (psi) 0 . - - - - - - - . o <br /> Deflect. = 0.120 (in) 0 1 z 3 4 5 6 7 8 <br /> = L <br /> 802 <br /> Project: W4371 Sheet No: 11 9/5/2017 <br />