Please show all work if possible <3
Posted: Thu Jul 14, 2022 2:58 pm
Please show all work if possible <3
A W250 ×32.7 structural steel [E=200GPa ] wideflange shape is loaded and supported as shown. A uniformly distributed load of w= 25kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 19 mm. Determine: (a) the reactions at supports A,B, and C. (b) the maximum bending stress σmax in the beam. Assume LAB=4 m,LBC=4.8 m Answers: (a) A= kN,B= kN,C= kN. (b) σmax= MPa.
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