An 2m. long beam is on hinged at its left end and on fixed support at its right end. Its flexural capacity is 610 kN.m. whilte its web shear capacity is 642 kN. Beam flexural rigidity is 52x 1012 N.mm². #1 What is the allowable uniformly distributed load on the beam so that the flexural capacity is not exceeded? #2 Based on web shear capacity, what is the allowable uniformly distributed load (kN/m)? #3 When the support at the left end is removed, a cantilever beam results. How much should the beam be cambered at the free end to offset the end deflection if the load W210 kN/m?

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Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.