Problem 9.7
Part A
Consider a high strength precast concrete column shown in the figure below. Suppose that P = 65 kip and P = 130 kip. The modulus of elasticity for the material is 4.2 * 10^3 ksi. (Figure 1)
Determine the vertical displacement of end A.
Express your answer to three significant figures and include the appropriate units.
A/C = 0.89 in
Figure 1
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6 in. radius
6 in. Section a-a
10 ft
10 ft
0 in.
10 in. Section b-b