A Rectangular beam 50 mm wide and 140 mm deep is simply supported over a span of 6 m carrying U.D.L of 5KN/M. Find max. bending stress.
1 point
5.625 N/mm2
1.6 N/mm2
137.75 N/mm2
450 N/mm2
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Explanation:
137.75 N/mm2
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