For a simply supported beam of length L, the bending moment M is described as M = a (x - x3/L2), 0 ? x < L; where a is a constant. The shear force will be zero at
Options
A. the supports
B. x = L/2
C. x = L/3
D. x = L/3
Correct Answer
x = L/3
Strength of Materials problems
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1. The range within which a load can be applied on a rectangular column, to avoid any tensile stress, is
Options
A. one-half of the base
B. one-fifth of the base
C. one-fourth of the base
D. one-fifth of the base
E. one sixth of the base on either side of centroid.
6. The region of the cross-section of a column in which compressive load may be applied without producing any tensile stress, is known as the core of the cross-section. In circular columns the radius of the core, is
9. The ratio of the maximum deflections of a beam simply supported at its ends with an isolated central load and that of with a uniformly distributed load over its entire length, is