Q.8.(a) A beam of angle section 150 mm x 100 mm x 10 mm is simply supported over a span
of 1.6 m with 150 mm log vertical. A uniformly distributed load of 10 kN/mis
applied through the span. Determine:
(i) Maximum bending stress
(ii) Direction of neutral acis and
16
(iii) Deflection at the centre
Take, E = 210 GPa
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Explanation:
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