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2. A cantilever of 3 m length with a T-shaped cross-section is loaded by three ncentrated loads: W-80 N at the free end, W 30 N, and W,-60 N at a distance of from the free end. All loads are applied at the outer edges of the flange as icated in the sketch below. (a) Determine the maximum torsional shear stresses in the flange and in the web at distances 0.5 m and 2.5 m from the free end (sections I and II marked in the sketch) (b) Determine the twist angle of the end cross-section assuming a shear modulus of 210 GPa. 80 W2 2 m 6 l m
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