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a <br /> WEST 1624 Grove Street (425)347-8998 <br /> COAST <br /> STRUCTURALF,FAA,_. <br /> Suite D2 wcse.net <br /> ENGINEERING,INC. Marysville,WA 98270 <br /> Beam: Lower Floor Joists Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 12 ft start end (ft) start end (plf) distance(ft) <br /> 0 12 67 67 <br /> Member: 2x10 HF#2 <br /> E psi 1.30E+06 x= 6 (ft) <br /> I inA4 98.9 M @ x= 1.21 (k-ft) <br /> A inA2 13.9 V @ x= 0 (k) <br /> Results <br /> M allow= 1.67 (k-ft) 200 Loading Diagram:Lower Floor Joists 1 <br /> M max= 1.21 (k-ft) a 150 0.8 a <br /> R1 = 0.40 (k) c <br /> 100 0.6 <br /> 0.4 c <br /> R2 = 0.40 (k) 50 <br /> v max= 43 (psi) ' 0,2 a <br /> Deflect. = 0.244 (in) 0 2 4 6 s 10 12 <br /> = L <br /> 591 <br /> Beam: Typ. Floor Beam Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 6 ft start end (ft) start end (plf) distance(ft) <br /> 0 6 600 600 <br /> Member: 4x8 DF#2 <br /> E psi 1.60E+06 x= 3 (ft) <br /> I inA4 111 M @ x= 2.7 (k-ft) <br /> A inA2 25.4 V @ x= 0 (k) <br /> Results <br /> M allow= 2.99 (k-ft) Loading Diagram:Typ.Floor Beam 1 <br /> M max= 2.70 (k-ft) s 1500 0.8 <br /> R1 = 1.80 (k) i000 0.6 -13 <br /> cts <br /> R2= 1.80 (k) 500 0.4 J m 1 0.2 av max= 106 (psi) <br /> Deflect. = 0.099 (in) 0 1 2 3 4 5 6 <br /> = L <br /> 729 <br /> Project: W4371 Sheet No: 20 9/5/2017 <br />