Compute the following given a built-up I-section with dimensions of bf = 350 mm, tf = 120 mm, hw = 300 mm and tw = 100 mm: 1.Compute the maximum flexural stress in MPa.  2.Compute the maximum shearing stress in MPa.  3.Solve the shear stress 40 mm from the bottom section at 3 meters from the left support in MPa.

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Planar Stresses