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WEST 9540 Semiahmoo Parkway (425)347-8998 0 <br /> COAST <br /> STRUCTURAL #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA 98230 p <br /> M I <br /> % "' Foundation plan by Engineer. <br /> m ,-...___/ <br /> 0 3.-0" • <br /> E <br /> 2 x 10 DF#2 floor joist®24"OC ,,,./.---------- 2 x 6 studs®16"OC(Typ) d, <br /> cx <br /> — <br /> 288 sq ft 624 sq ft a <br /> Heated Work Un—heated <br /> Room 2 Garage 1 <br /> _ 1 <br /> 8 <br /> 3 <br /> a` <br /> _ a g <br /> 16 x 8 Garage Door <br /> S <br /> (-5----e! <br /> to <br /> I24 x 8 DF#2 4 x 8 DF#2 5-1/8" x 15"GLf3 24f V4 <br /> L ® I u .._ .. _. .... t <br /> Plan View <br /> NTS <br /> Beam: Garage Beam Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 16 ft start end (ft) start end (plf) distance(ft <br /> 0 16 610 610 <br /> Member: 5 1/8" x 15" 24F V4 GLB <br /> E psi 1.80E+06 x = 8 (ft) <br /> I inA4 1441 M @ x= 19.5 (k-ft) <br /> A IO2 76.9 V @ x= 0 (k) <br /> Results <br /> M allow= 38.40 (k-ft) Loading Diagram:Garage Beam 1 <br /> M max = 19.52 (k-ft) 1500 0.8 7,a .n <br /> R1 = 4.88 (k) woo 0.6 <br /> R2= 4.88 (k) 0500 0.4 <br /> V max = 95 (psi) 0.2 <br /> Deflect. = 0.348 (in) 0 2 4 s 8 10 12 14 16 <br /> = L <br /> 552 <br /> Project: W4512 Sheet,No: 2p-) 9/5/2018 <br />