"(a) Determine the maximum deflection in mm.
(b) Determine the maximum flexural stress in MPa.
(c) Determine the maximum shearing stress in MPa
A W 533 x 93 simply supported beam with span of 7.8 m carries a uniformly distributed load of 52 kN/m throughout its length. The beam has the following properties: Ix = 0.000556 m² Depth, d = 533 mm" Web thickness, t = 10.2 mm The beam is laterally supported over its entire length. The allowable flexural stress is 0.66Fy, allowable shearing stress is 0.4Fy, and allowable deflection is L/360.