The maximum bending stress induced in a beam of rectangular section is 160 N/mm$^2$. If the depth of beam is increased by two times, keeping all the parameters same, the maximum bending stress induced in the beam is
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For rectangular beams, the section modulus $Z$ is proportional to $d^2$. Since bending stress $\sigma = M/Z$, the stress is inversely proportional to $d^2$. This means doubling the depth makes the beam four times stronger in bending.