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For Problems 15.15 through 15.18, compute the bending moments, shear forces, and axial forces for all of the members of the frames shown using the portal method. All joints are assumed to be rigid. P15.15 (Ans: MGF -210 k.ft, MFJ 280 k-ft) 30 k 60 k 60 k MIL Problem 15.15

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