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*1-12. Determine the resultant internal loadings acting on the cross sections at points F and G of the frame. 4 ft F 75 lb/ft
*1-12. Determine the resultant internal loadings acting on the cross sections at points F and G of the frame. 4 ft F 75 lb/ft D B E G -2 ft 2 ft 1 ft 1 ft 1 ft 30 150 lb
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