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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: <br />RB4 Uniform Loads <br />Span: <br />4 ft <br />start end (ft) <br />0 4 <br />Member: <br />3 1/8" x 10 1/2" 24F V4 GLB <br />E psi <br />1.80E+06 <br />x = 2 (ft) <br />1 inA4 <br />302 <br />M Ca x = 6.39 (k-ft) <br />A inA2 <br />32.8 <br />V @ x = 2.64 (k) <br />Results <br />M allow = <br />11.50 <br />(k-ft) <br />M max = <br />7.15 <br />(k-ft) <br />R1 = <br />3.76 <br />(k) <br />R2 = <br />4.69 <br />(k) <br />v max = <br />214 <br />(psi) <br />Deflect. = <br />0.031 <br />(in) <br />= <br />L <br />1524 <br />Beam: RB5 <br />Span: 5 ft <br />Member: 4x8 DF#2 <br />E psi <br />1.60E+06 <br />inA4 <br />111 <br />A inA2 <br />25.4 <br />Results <br />M allow = <br />2.99 <br />(k-ft) <br />M max = <br />1.75 <br />(k-ft) <br />R1 = <br />1.40 <br />(k) <br />R2 = <br />1.40 <br />(k) <br />v max = <br />83 <br />(psi) <br />Deflect. = <br />0.044 <br />(in) <br />= <br />L <br />1350 <br />Uniform Loads <br />start end (ft) <br />�0 5� <br />x = 2.5 (ft) I <br />M Ca x = 1.75 (k-ft) € <br />V C x = 0 (k) <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance(ft <br />560 560 2.3 € 6.2 <br />I <br />I <br />B <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance(ft) <br />560 560 =� <br />} <br />I i <br />L <br />1500 Loading Diagram: RB5 1 <br />s <br />o.s <br />a 1000 <br />.2 <br />0.6 = <br />500 <br />0.4 mo <br />0.2 a <br />0 0 <br />0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br />Project: W4738 Sheet No: 4 10/27/2021 <br />