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1. A simply supported beam of uniform cross-section is subjected to a maximum bending moment of 2.25 t.m. If it has rectangular cross-section with width 15 cm and depth 30 cm, then the maximum bending stress induced in the beam will be
(A): 100 kg/cm2
(B): 150 kg/cm2
(C): 225 kg/cm2
(D): 50 kg/cm2
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