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Find maximum bending stress produced in beam of rectangular cross section 50mm x 150mm, when bending moment of 600 Nm is applied at x-x axis.
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M=600Nm=600×103Nmmy=1502=75mmI=bd312=50×150312=14.06×106mm4

MI=σby 600×10314.06×106=σb75

σb=3.20N/mm2

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