- 20 0 F 120k P 15k Weightless Beam 15 C G C 15 40 0 A 30 In 16 In 480 In S Sb 16 In 30 In 6 1 (21.09 KiB) Viewed 21 times
20-0" F = 120K P = 15k Weightless Beam 15" -c.g.c. 15" 40'-0" = A = (30 in) (16 in) = 480 in? S = Sb = (16 in)(30 in)/6
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20-0" F = 120K P = 15k Weightless Beam 15" -c.g.c. 15" 40'-0" = A = (30 in) (16 in) = 480 in? S = Sb = (16 in)(30 in)/6
20-0" F = 120K P = 15k Weightless Beam 15" -c.g.c. 15" 40'-0" = A = (30 in) (16 in) = 480 in? S = Sb = (16 in)(30 in)/6 = y = y) = 15 in 1 = (16 in)(30 in)/12 = 36,000 48 / 449 30" 16" Section Find: Maximum stress at the top and bottom of the member using the "Material Only" (equivalent load) method.
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