A steel bar with a uniform cross-section is fixed at both ends. A load P = 2.5 kips is applied at point C. The bar has a cross-sectional area of 8 in². Calculate the reactions at joints A and B and the displacement at joint C. Assume that the modulus of elasticity E = 29,000 ksi.

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A Pc = 2.5 kips C B 3 ft 6 ft