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Academics – Applied Mechanics : 2014/JUL/09
Question

Q4. A steel beam of symmetrical I section is shown in Fig Q9. The beam has a mass of 30 kg per meter run and is 9 m long. The beam is simply supported at each end and the maximum bending stress is not to exceed 140 MN/m2 at any point. Calculate EACH of the following:

(a) The maximum uniformly distributed load that can be carried;

(b) The minimum radius of curvature when this maximum uniformly distributed load is carried.

Note: Modulus of elasticity for steel = 210 GN/m2

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