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Engineering · Civil Engineering
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For the tied column shown below, estimate the axial force, P, at the elastic limit (E- 0.0005). The strength of the concrete is 4ksi and the rebar is Gr60. There are four #9 bars. 1. 3 3 8 5 5 2, Calculate the design strength, ΦΡη of this section in pure compression. For a column of the same geometry and reinforcement, calculate the axial force at the elastic limit if the concrete compressive strength is 6ksi. 3. Calculate the design strength of this section in pure compression if the concrete strength is 6ksi. 4.
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