Question: A steel bar ( E - 2 9 , 0 0 0 , fy = 6 0 ksi ) has a cross - sectional area

A steel bar (E -29,000, fy =60 ksi) has
a cross-sectional area of 3 sq.in. It is acted upon by an axial compressive force. The bar is 6 inches long. What is the maximum force that may be applied to remain in the elastic range? What is the total deflection at this load?

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