AW250 times 32.7 structural steel E=200GPa wideflange shape is loaded and supported as shown. A uniformly distributed load of w= 18k(N)/(m) is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 11mm. Determine: (a) the reactions at supports A,B, and C. (b) the maximum bending stress sigma _(max) i

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AW250  times 32.7 structural steel E=200GPa wideflange shape is loaded and supported as shown. A uniformly distributed load of w= 18k(N)/(m) is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 11mm. Determine: (a) the reactions at supports A,B, and C. (b) the maximum bending stress  sigma _(max) in the beam. Assume L_(AB)=3.8m,L_(BC)=4.9m. Answers: (a) A=  kN,B= i  kN,C=  kN. (b)  sigma _(max)=  MPa.

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