A W53066 structural steel [E = 200 GPa] wide flange shape is loaded and supported as shown in Figure P11.67. A uniformly distributed load of 70 kN/m is applied to the beam, causing the roller support at B to settle downward (i.e., displace downward) by 10 mm. Determine
(a) the reactions at supports A and B.
(b) the maximum bending stress in the beam.
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