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w <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: RB7 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 12 ft start end (ft) start end (plf) distance(ft) <br /> 0 12 1020 1020 <br /> Member: 5 1/8"x 12"24F V4 GLB <br /> E psi 1.80E+06 x= 6 (ft) <br /> I inA4 738 M @ x= 18.4 (k-ft) <br /> A inA2 61.5 V @ x= 0 (k) <br /> Results <br /> M allow= 24.60 (k-ft) 3000 Loading Diagram:RB7 1 <br /> M max= 18.36 (k-ft) °.s N <br /> 2000 <br /> R1 = 6.12 (k) v 0.6 ro <br /> R2 = 6.12 (k) 3 moo OA <br /> v max= 149 (psi) ' 0.2 a <br /> Deflect. = 0.359 (in) 0 2 4 6 s 10 12 <br /> = L <br /> 401 <br /> Beam: RB8 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 5 ft start end (ft) start end (plf) distance(ft) <br /> 0 5 240 240 <br /> Member: 4x8 DF#2 <br /> E psi 1.60E+06 x= 2.5 (ft) <br /> 1 inA4 111 M @ x= 0.75 (k-ft) <br /> A inA2 25.4 V @ x= 0 (k) <br /> Results <br /> M allow= 2.99 (k-ft) Loading Diagram:RB8 1 <br /> M max= 0.75 (k-ft) s 600 0.8 <br /> a. <br /> R1 = 0.60 (k) 0 400 0.6 <br /> R2= 0.60 (k) 3 200 0.2 <br /> v max= 35 (psi) a <br /> Deflect. = 0.019 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br /> = L <br /> 3151 <br /> Project: W4371 Sheet No: 6 9/5/2017 <br />