The simply supported beam shown in Figure P15.21a/ 22a supports a uniformly distributed load of w = 75 kN/m. The cross-sectional dimensions of the beam shown in Figure P15.21b/ 22b are bf= 280 mm, tf= 20 mm, d = 460 mm, tw= 12 mm, and yH= 110 mm. Determine the principal stresses and the maximum shear stress acting at point H. Show these stresses on an appropriate sketch.
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