5.0 40.0 EG-44 lbs 38.66 38.66 5 lbs 38.66 40.0 -40 lbs GH = 0 FGX = 5 lbs Angle GH to FG = 38.66° FG = 6.4 lbs FGy = -4 lbs
5.0 40.0 EG-44 lbs 38.66 38.66 5 lbs 38.66 40.0 -40 lbs GH = 0 FGX = 5 lbs Angle GH to FG = 38.66° FG = 6.4 lbs FGy = -4 lbs
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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