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t <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURAL Suite D2 wcse.net <br /> E NGINEERING,INC. Marysville,WA 98270 <br /> Beam: Joist over porch Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 4 ft start end (ft) start end (pif) distance(ft) <br /> 0 4 67 67 2 1.28 <br /> Member: 14"TJI 210 <br /> E psi 2.00E+06 x= 2 (ft) <br /> I in^4 208 M @ x= 1.41 (k-ft) <br /> A inA2 10.1 V@x= 0.64 (k) <br /> Results <br /> M allow= 4.28 (k-ft) 200 Loading Diagram:Joist over porch 1500 <br /> M max= 1.41 (k-ft) c 15oi -7.. <br /> loon <br /> R1 = 0.77 (k) 100 <br /> R2 = 0.77 (k) ° 50 soo <br /> v max= 115 (psi) ' o L - - - - - - o a <br /> Deflect. = 0.008 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 <br /> = L <br /> 5975 <br /> Beam: B16 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 18 ft start end (ft) start end (plf) distance(ft) <br /> 0 18 600 600 12 6.1 <br /> Member: 5 1/8"x 19 1/2"24F V4 GLB 12 18 960 960 <br /> E psi 1.80E+06 x= 9 (ft) <br /> I in^4 3167 M @ x= 51.2 (k-ft) <br /> A in^2 100 V @ x= 3 (k) <br /> Results <br /> M allow= 65.00 (k-ft) Loading Diagram:B16 8000 <br /> M max= 57.52 (k-ft) a 2000 6000 a <br /> R1 = 8.39 (k) 0 4000 <br /> R2 = 14.27 (k) .9 1000 2000 <br /> v max= 214 (psi) ' a <br /> Deflect. = 0.541 (in) ° - - o <br /> 0 0 2 4 6 8 10 12 14 16 18 <br /> = L <br /> 399 <br /> Project: W4371 Sheet No: 15 9/5/2017 <br />