A simply supported beam of 5 m span carries a udl of 3kN/m over entire span. If the bending stress is not to exceed 165 N/mm2, find the value of section modulus for the beam.
a. 56.818 x 10^6 mm3
b. 10.11 x 10^3 mm3
c. 22.20 x 10^3 mm3
d. 56.818 x 10^3 mm3
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