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WEST r"., <br /> COAST ( /. J 1 1.. . I \1 9540 Semiahmoo Parkway (425)347-8998 <br /> S TRUCTURAL'�` ,....,...I [' 11 I 1If, #137 wcse.net <br /> ENGINEERING,INC. Blaine,WA98230 <br /> Beam: DB1 W <br /> Span (L)ft. 8 -- <br /> Load (plf): 300 t ( t ( i t t t t t I t i i t <br /> Member: P.T. 4x10 HF#2 A A <br /> E psi 1.30E+06 - L <br /> I inA4 231 R1 R2 <br /> A in"2 32.4 <br /> Results: M allow= 4.24 (k-ft) ATL= 0.092 (in) <br /> M = 2.40 (k-ft) <br /> R1 = R2 = 1.20 (k) = L <br /> v = 56 (psi) 1043 <br /> Beam: LHD1 W <br /> Span(L)ft. 6 I , _ <br /> Load (plf): 1055 t t t i i t t r t t t I i t i <br /> Member: 4x10 DF#1 'A A <br /> E psi 1.70E+06 R1 L <br /> lin4 231 R2 <br /> A inA2 32.4 <br /> Results: M allow= 4.99 (k-ft) 4TL= 0.078 (in) <br /> M = 4.75 (k-ft) <br /> R1 = R2 = 3.17 (k) = L <br /> v = 147 (psi) 919 <br /> Beam: LHD2 W <br /> Span (L)ft. 9 <br /> Load (plf): 975 ' t I I t i $ t r t t y t I t <br /> Member: 3-1/8x10-1/2 GLB A A <br /> E psi 1.80E+06 L <br /> I in"4 302 R1 R2 <br /> A in"2 32.8 <br /> Results: M allow= 11.5 (k-ft) ATL= 0.265 (in) <br /> M = 9.87 (k-ft) <br /> R1 = R2= 4.39 (k) = L <br /> v = 201 (psi) 408 <br /> Project: W4861 Sheet No: 5 9/13/2023 <br />