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(a) Ans. (b) FA=34.9 kN Ans. +c ©Fy=0; FA-4.5-4.5-5.89- 6 - 6 - 8 = 0. FA=13.8 kip +c ©Fy=0; FA-1.0- 3 - 3 - 1.8- 5 = 0. 1–1. Determine the resultant internal normal force acting on the cross section through point Ain each column.

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