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WEST <br />COAST <br />STRUCTURAL <br />ENGINEERING, INC. <br />I�L <br />Beam: 2B4 <br />Span: 14 ft <br />Member: 5 1/8" x 12" 24F V4 GLB <br />E psi 1.80E+06 x = 7 (ft) I <br />inA4 738 M @ x = 17.1 (k-ft)' i <br />A inA2 61.5 V @ x = 0 (k) <br />Results <br />M allow = <br />24.60 <br />(k-ft) <br />M max = <br />17.15 <br />(k-ft) a <br />R1 = <br />4.90 <br />(k) <br />R2 = <br />4.90 <br />(k) 0 <br />v max = <br />119 <br />(psi) <br />Deflect. = <br />0.456 <br />(in) <br />Beam <br />Span <br />L <br />368 <br />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 />M max = <br />1.87 <br />R1 = <br />1.50 <br />R2 = <br />1.50 <br />v max = <br />88 <br />Deflect. = <br />0.048 <br />= <br />L <br />1260 <br />2B6 <br />(k-ft) <br />(k-ft) <br />(k) <br />(k) <br />(psi) <br />(in) <br />9540 Semiahmoo Parkway (425) 347-8998 <br />#137 wcse.net <br />Blaine, WA 98230 <br />Uniform Loads <br />start end (ft) <br />0 14 I <br />Magnitude(plf) <br />Point Loads <br />Magnitude(k) <br />start end (plf) <br />distance(ft) <br />i 700 700 <br />€ <br />i <br />I <br />I <br />I <br />000 Loading Diagram: 2B4 1 <br />500 0 8 <br />0.6 <br />000 <br />0.4 0 <br />500 <br />0.2 a <br />0 0 <br />0 2 4 6 8 10 12 14 <br />Uniform Loads <br />start end (ft) <br />0 5 <br />I <br />2.5 (ft) I <br />1.87 (k-ft) <br />0 (k) <br />Magnitude(plf) <br />start end (plf) <br />600 600� <br />i <br />Point Loads <br />distance(ft) <br />$ E <br />Magnitude(k) <br />Loading Diagram: 2B6 1 <br />w 1500 0.8 <br />CL s <br />1000 0.6 v <br />0.4 0 <br />D soo <br />0.2 a <br />0 a0 <br />0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 <br />Project: W4738 Sheet No: 9 10/27/2021 <br />