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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. | |