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f <br />WEST <br />COAST <br />STRUCTURAL <br />ENGINEERING, INC. <br />Beam: 2B7 <br />Span: 6.5 ft <br />Member: <br />E psi <br />inA4 <br />A inA2 <br />Results <br />M allow = <br />Mmax = <br />R1 = <br />R2 = <br />vmax = <br />Deflect. = <br />Beam: <br />Span: <br />9540 Semiahmoo Parkway (425) 347-8998 <br />#137 wcse.net <br />Blaine, WA 98230 <br />Uniform Loads <br />start end (ft) <br />0 6.5 <br />3 1/8" x 9" 24F V4 GLB <br />1.80E+06 x = 3.25 (ft) <br />190 M @ x = 5.07 (k-ft) <br />28.1 V Ca) x= 0 (k) <br />8.40 (k-ft) <br />5.07 (k-ft) <br />3.12 (k) <br />3.12 (k) <br />166 (psi) <br />0.113 (in) <br />L <br />4 ft <br />2B8 <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 />0.90 <br />(k-ft) <br />R1 = <br />0.90 <br />(k) <br />R2 = <br />0.90 <br />(k) <br />v max = <br />53 <br />(psi) <br />Deflect. = <br />0.015 <br />(in) <br />= <br />L <br />3282 <br />Loading Diagram: 2B7 <br />s 2000 <br />M <br />R <br />0 1000 <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance(ft <br />960 960It <br />$e <br />s, I <br />0 <br />0 1 2 3 4 5 6 <br />Uniform Loads <br />start end (ft) <br />2 (ft) g <br />0.9 (k-ft) <br />Magnitude(plf) <br />start end (plf) <br />450 450 <br />I <br />i <br />Point Loads <br />distance(ft) <br />i <br />1 <br />0.8 7 <br />0.6 <br />0.4 0 <br />0.2 0- <br />0 <br />Magnitude(k) <br />Loading Diagram: 2B8 1 <br />a 1000 0.8 7 <br />0 0.6 a <br />m -a <br />500 0.4 0 <br />D 1 1 0.2 a <br />0 0 <br />0 0.5 1 1.5 2 2.5 3 3.5 4 <br />Project: W4738 <br />Sheet No: 10 <br />10/27/2021 <br />