The figure shows a 3/8 - by 1 ½ -in rectangular steel bar welded to fixed supports at each end. The bar is axially loaded by the forces FA = 10 kip and FB = 5 kip acting on pins at A and B. Assuming that the bar will not buckle laterally, find the reactions at the fixed supports. Use procedure 1 from Sec. 4€“10.

0 in in thick