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• <br /> WEST 1624 Grove Street <br /> COAST (425)347-8998 <br /> STRUCTURAL Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: Floor Joist Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 22 ft start end (ft) start end (plf) distance(ft) <br /> 0 22 67 67 <br /> Member: 14"TJI 210 <br /> E psi 2.00E+06 x= 11 (ft) <br /> I inA4 208 M @ x= 4.05 (k-ft) <br /> A inA2 10.1 V @ x= 0 (k) <br /> Results <br /> M allow= 4.28 (k-ft) 200 Loading Diagram:Floor Joist 1 <br /> M max= 4.05 (k-ft) a 150 0.8 a <br /> R1 = 0.74 (k) -51 100 0.6Ts <br /> " <br /> R2 = 0.74 (k) 50 0.4 <br /> 0 <br /> v max= 109 (psi) ' 0.2 <br /> o . _ _ _ _ o <br /> Deflect. = 0.851 (in) 0 5 10 15 20 <br /> = L <br /> 310 <br /> Beam: BI Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 4 ft start end (ft) start end (plf) distance(ft) <br /> 0 4 440 440 <br /> Member: 4x8 DF#2 <br /> E psi 1.60E+06 x= 2 (ft) <br /> inA4 111 M @ x= 0.88 (k-ft) <br /> A inA2 25.4 V @ x= 0 (k) <br /> Results - <br /> M allow= 2.99 (k-ft) Loading Diagram:B1 1 <br /> M max= 0.88 (k-ft) a 1000 0.8 <br /> R1 = 0.88 (k) 06 `0 <br /> R2 = 0.88 (k) 0 500 0.4 o <br /> v max= 52 (psi) ' 0.2 a <br /> Deflect. = 0.014 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 <br /> = L <br /> 3356 <br /> Project: W4371 Sheet No: 9 9/5/2017 <br />