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WEST --Lrfi} ,\ <br /> 9540 Semiahmoo Parkway (425)347-8998 <br /> COAST I <br /> STRUCTURAL <br /> ��^ #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA 98230 <br /> Beam: B4 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 19.5 ft start end (ft) start end (plf) distance(ft <br /> 0 19.5' ; 640 640 <br /> Member: 5 1/8" x 15" 24F V4 GLB , <br /> E psi 1.80E+06 x = 9.75 (ft) i <br /> I in^4 1441 M @ x = 30.4 (k-ft) <br /> A inA2 76.9 V @ x = 0 (k) <br /> Results ��� _a <br /> M allow= 38.40 (k-ft) Loading Diagram:B4 1 <br /> M max = 30.42 (k-ft) Q 1500 0.8 <br /> R1 = 6.24 (k) 1000 0.6 <br /> R2 = 6.24 (k) � 500 0.4 ° <br /> n0.2 a <br /> v max = 122 (psi) o _ _ _ _ _ _ o <br /> Deflect. = 0.804 (in) 0 2 4 6 8 10 12 14 16 18 <br /> = L <br /> 291 <br /> Beam: B5 Uniform Loads Magnitude(plf) Point Loads Magnitude(k) <br /> Span: 4 ft start end (ft) start end (plf) distance <br /> 0 4 1200 1200 ( <br /> Member: 4x8 DF#2 l <br /> E psi 1.60E+06 x = 2 (ft) j # <br /> Iin4 111 M @ x = 2.4 (k-ft) <br /> A inA2 25.4 V @ x = 0 (k) <br /> Results <br /> M allow= 2.99 (k-ft) Loading Diagram:B5 1 <br /> w 3000 0.8 7 <br /> M max = 2.40 (k-ft) <br /> R1 = 2.40 (k) 2000 0.6 <br /> 6. <br /> R2 = 2.40 (k) Imo _ _ - - _ _ - I 0.2 <br /> v max = 142 (psi) 0 0 <br /> Deflect. = 0.039 (in) 0 0.5 1 1.5 2 2.5 3 3.5 4 <br /> = L <br /> 1231 <br /> Project: W4737 Sheet No: 7 3/11/2022 <br />