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1. Using a non-sway collapse condition for the following frame, find the maximum forces and reacting moment value for which the foundation must be designed.

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1. Using a non-sway collapse condition for the following frame, find the maximum forces and reacting moment value for which the foundation must be designed. Given A36 steel; Mp = 152 kip-ft; and L = 15 ft. wkift B (2MP, (MP) (MP) AB=CD-L BC = 2L TT D

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