Question

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.



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  • CreatedNovember 02, 2009
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