The continuous beam carries a uniformly distributed appliedload of 35 kN/m as shown. Support B settles by 10mm. (a) Draw theSFD, BMD and QDS. Indicate all critical points. (b) determine thelightest W-shape section considering max flexural stress of 150MPa. (c) determine the max shear stress of the section.
w = 35 kN/m Show transcribed image text
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