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WEST <br />COAST <br />STRUCTURAL <br />ENGINEERING, INC. <br />9540 Semiahmoo Parkway (425) 347-8998 <br />#137 wcse.net <br />Blaine, WA 98230 <br />Beam: 2B3, 2B5 Uniform Loads <br />Span: 4 ft start end (ft) <br />Member: 48 DF#2 <br />E psi <br />1.60E+06 <br />I inA4 <br />111 <br />A inA2 <br />25.4 <br />Results <br />M allow = <br />2.99 <br />(k-ft) <br />M max = <br />0.48 <br />(k-ft) <br />R1 = <br />0.48 <br />(k) <br />R2 = <br />0.48 <br />(k) <br />v max = <br />28 <br />(psi) <br />Deflect. = <br />0.008 <br />(in) <br />= <br />L <br />6154 <br />Beam: <br />Span: <br />16 ft <br />0 4 <br />x = 2 (ft) <br />M @ x = 0.48 (k-ft) <br />V@x= 0 (k) <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance(ft) <br />�240 240 <br />s <br />t <br />i 9 <br />I I <br />� I <br />Loading Diagram: 2B3, 265 1 <br />600 0.8 <br />`a .Q <br />V 400 0.6 <br />0 0.4 c <br />M 200 1-+ <br />0.2 c- <br />0 A0 <br />0 0.5 1 1.5 2 2.5 3 3.5 4 <br />Floor Joists Uniform Loads <br />Member: 11 7/8" TJI 210 <br />E psi <br />2.00E+06 <br />I inA4 <br />142 <br />A inA2 <br />8.6 <br />Results <br />M allow = <br />3.62 <br />(k-ft) <br />M max = <br />2.14 <br />(k-ft) <br />R1 = <br />0.54 <br />(k) <br />R2 = <br />0.54 <br />(k) <br />v max = <br />93 <br />(psi) <br />Deflect. = <br />0.349 <br />(in) <br />= <br />L <br />551 <br />start end (ft) <br />x = 8 (ft) <br />M @ x = 2.14 (k-ft) <br />V@x= 0 (k) i <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance(ft) <br />67 67 �P <br />I <br />i B <br />e p <br />I <br />200 Loading Diagram: Floor Joists 1 <br />a 150 0.8 <br />100 0.6 V <br />0 0.4 c <br />50 0.2 a <br />0 0 <br />0 2 4 6 8 10 12 14 16 <br />Project: W4738 Sheet No: 8 10/27/2021 <br />