1.

A simply supported prismatic beam of span, L and section modulus, Z has an overhang of 0.4L is loaded with uniformly distributed load, q throughout the span. The maximum bending stress induced is:

A. \(\pm 0.02\frac{{q{L^2}}}{Z}\)
B. \(\pm 0.04\frac{{q{L^2}}}{Z}\)
C. \(\pm 0.08\frac{{q{L^2}}}{Z}\)
D. \(\pm \;0.085\frac{{q{L^2}}}{Z}\)
Answer» E.


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