A vertical steel bar ABC is pin-supported at its upper end and loaded by a force P
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A vertical steel bar ABC is pin-supported at its upper end and loaded by a force P1 at its lower end. A horizontal beam BDE is pinned to the vertical bar at joint B and supported at point D. Load P2 and moment M are applied at end E. Calculate the vertical displacement dC at point C if the loads are P1 = 2.5 kips, P2 = 1 kip, and M = 25 kip-in. The modulus of elasticity is E = 29,000 ksi and cross-sectional areas are A1 0.25 in ignoring the weight of the bar.
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