Determine the forces in members BC and BH of the loaded truss. 1480 Ib, 26° 1030 lb. 19 15' E B 780 Ibe F 14' 14' AB = BC = CD = DE = EF = FG %3D %3D %3D %3D
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A: tanθ=617θ=19.44°tanα=176α=70.56°56 At joint B, ∑Fy=0FBCsinθ=110×9.8FBCsin19.44°=1078FBC=1936.31N…
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