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• <br /> WEST 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST n <br /> STRUCTURAL #137 wcse.net <br /> J' r <br /> ENGINEERING,INC. Blaine,WA 98230 <br /> Beam: B6 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 16.5 ft start end (ft) start end (plf) distance(ft) <br /> 0 16.5 660 660 1 <br /> Member: 5 1/8" x 13 1/2" 24F V4 GLB <br /> E psi 1.80E+06 x = 8.25 (ft) a <br /> I in^4 1051 M @ x = 22.5 (k-ft) <br /> Ain^2 69.2 V @ x = 0 (k) g <br /> Results P� <br /> M allow= 31.10 (k-ft) Loading Diagram:B6 1 <br /> M max = 22.46 (k ft) a 1500 0.8 <br /> R1 = 5.45 (k) _ loon 0.6 <br /> R2 = 5.45 (k) 2 soo 0.4 J <br /> 0.2 a <br /> v max = 118 (psi) 0 _ _ _ _ _ 0 <br /> Deflect. = 0.583 (in) 0 2 4 6 8 10 12 14 16 <br /> = L <br /> 340 <br /> Beam: B7 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 7 ft start end (ft) start end (plf) distance(ft) <br /> 0 7 500 500 I <br /> Member: (2) 2x12 DF#2 <br /> E psi 1.60E+06 x = 3.5 (ft) - <br /> I inA4 356 M @ x = 3.06 (k-ft) <br /> A inA2 33.8 V @ x = 0 (k) <br /> I <br /> Results 1 <br /> M allow= 4.74 (k-ft) 1500 Loading Diagram:B7 1 <br /> 77, <br /> M max = 3.06 (k-ft) a woo o'$ <br /> 0 0.6 •v <br /> R1 = 1.75 (k) <br /> 0.4 0 <br /> R2 = 1.75 (k) n soo 10.2 <br /> v max = 78 (psi) o . _ _ _ _ _ _ L o <br /> Deflect. = 0.048 (in) 0 1 2 3 4 5 6 7 <br /> L <br /> 1768 <br /> Project: W4737 Sheet No: 8 3/11/2022 <br />