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WEST <br />COAST <br />STRUCTURAL <br />ENGINEERING, I <br />9540 Semiahmoo Parkway (425) 347-8998 <br />#137 wcse.net <br />Blaine, WA 98230 <br />Beam: 2B1 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br />Span: 16 ft start end (ft) start end (plf) distance(ft) <br />0 16 410 410 <br />Member: 5 1/8" x 12" 24F V4 GLB <br />E psi 1.80E+06 x = 8 (ft) <br />in^4 738 M @ x = 13.1 (k-ft) i t <br />A in^2 61.5 V Qa x= 0 (k) i <br />Results I <br />w <br />M allow = 24.60 (k-ft) Loading Diagram: 2B1 1 <br />M max = 13.12 (k-ft) C. 1000 0.8 <br />R1 = 3.28 (k) 0.6 <br />R2 = 3.28 (k) soo 0.4 0 <br />v max = 80 (psi) 0.2 <br />0 0 <br />Deflect. = 0.456 (In) 0 2 4 6 8 10 I= 14 16 <br />L <br />421 <br />Beam: <br />Span: <br />3 ft <br />2B2 <br />Member: 410 DF#2 <br />E psi <br />1.60E+06 <br />in^4 <br />231 <br />A in^2 <br />32.4 <br />Results <br />M allow = <br />4.49 <br />(k-ft) <br />M max = <br />4.42 <br />(k-ft) <br />R1 = <br />3.55 <br />(k) <br />R2 = <br />3.55 <br />(k) <br />v max = <br />164 <br />(psi) <br />Deflect. = <br />0.016 <br />(in) <br />= <br />L <br />2203 <br />Uniform Loads <br />start end (ft) <br />x = 1.5 (ft) <br />M Qa x = 4.42 (k-ft) E <br />V@a x= 2.35 (k) <br />z000 Loading Diagram: 2B2 <br />1500 <br />v <br />0 1000 <br />D 500 <br />0 <br />0 0.5 1 <br />Magnitude(plf) Point Loads Magnitude(k) <br />start end (plf) distance(ft) <br />800 800 <br />t <br />3 <br />S F <br />� I i <br />1.5 2 2.5 3 <br />5000 <br />4000 <br />a <br />3000 <br />2000 0 <br />1000 c- <br />0 <br />Project: W4738 Sheet No: 7 10/27/2021 <br />