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i <br /> t <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST i - <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. 1 Marysville,WA 98270 <br /> Beam: RB3 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 960 960 <br /> Member: 4x10 DF#2 <br /> E psi 1.60E+06 x= 3 (ft) <br /> I inA4 231 M @ x= 4.32 (k-ft) <br /> A inA2 32.4 V @ x= 0 (k) <br /> Results <br /> M allow= 4.49 (k-ft) Loading Diagram:RB3 1 <br /> M max= 4.32 (k-ft) a 2000 0.8 a <br /> R1 = 2.88 (k) 0.6 <br /> R2= 2.88 (k) 3 1000 0.4 <br /> v max= 133 (psi) ' 0.2 <br /> Deflect. = 0.076 (in) 0 1 2 3 4 5 6 <br /> = L <br /> 949 <br /> Beam: RB4 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 4 ft start end (ft) start end (plf) distance(ft) <br /> 0 4 960 960 <br /> Member: 4x8 DF#2 <br /> E psi 1.60E+06 x= 2 (ft) <br /> I inA4 111 M @ x= 1.92 (k-ft) <br /> A inA2 25.4 V @ x= 0 (k) <br /> Results <br /> M allow= 2.99 (k-ft) Loading Diagram:RB4 1 <br /> M max= 1.92 (k-ft) a 2000 0.8 7,-;R1 = 1.92 (k) 0.6 = <br /> R2 = 1.92 (k) . 1000 0.4 s <br /> v max= 113 (psi) ' 0.2 a <br /> Deflect. = 0.031 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 <br /> = L <br /> 1538 <br /> Project: W4371 Sheet No: 4 9/5/2017 <br />