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i <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST n <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: RB1 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 10 ft start end (ft) start end (plf) distance(ft) <br /> 0 10 400 400 <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= 5 (k-ft) <br /> A inA2 46.1 V@x= 0 (k) <br /> Results <br /> M allow= 13.80 (k-ft) Loading Diagram:RB1 1 <br /> M max= 5.00 (k-ft) c. 1000 0.8 a <br /> R1 = 2.00 (k) 171 0.6 <br /> R2 = 2.00 (k) ci,g 500 0.4 <br /> Iv max= 65 (psi) ' o 1 _ _ _ _ _ _ _ - _ oo.z a <br /> Deflect. = 0.161 (in) 0 1 z 3 4 5 6 7 8 9 10 <br /> = L <br /> 745 <br /> Beam: RB2 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 240 240 <br /> Member: 4x8 DF#2 <br /> E psi 1.60E+06 x= 3 (ft) <br /> I in^4 111 M @ x= 1.08 (k-ft) <br /> A in^2 25.4 V @ x= 0 (k) <br /> Results <br /> M allow= 2.99 (k-ft) Loading Diagram:RB2 1 <br /> M max= 1.08 (k-ft) s. 600 0.8 <br /> R1 = 0.72 (k) Ts 400 0.6 <br /> as <br /> R2= 0.72 (k) 200 0.4 J <br /> 0. <br /> v max= 42 (psi) ' o.z <br /> Deflect. = 0.039 (in) 0 1 z 3 4 5 6 <br /> = L <br /> 1823 <br /> Project: W4371 Sheet No: 3 9/5/2017 <br />