The figure shows a 12- by 1-in rectangular steel bar
Chapter 4, Problem 4-97(choose chapter or problem)
The figure shows a \(\frac {1}{2}\)- by 1-in rectangular steel bar welded to fixed supports at each end. The bar is axially loaded by the forces \(F_A\) = 12 kip and \(F_B\) = 6 kip acting on pins at A and B. Assuming that the bar will not buckle laterally, find the reactions at the fixed supports, the stress in section AB, and the deflection of point A. Use procedure 1 from Sec. 4–10.
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