A compound bar consists of two bars of equal length. Steel bar cross-section is 3500 mm2 and that of brass bar is 3000 mm2. These are subjected to a compressive load 100,000 N. If Eb = 0.2 MN/mm2 and Eb = 0.1 MN/mm2, the stresses developed are:
Options
A. ?b = 10 N/mm2, ?s = 20 N/mm2
B. ?b = 8 N/mm2, ?s = 16 N/mm2
C. ?b = 6 N/mm2, ?s = 12 N/mm2
D. ?b = 5 N/mm2, ?s = 10 N/mm2
Correct Answer
?b = 10 N/mm2, ?s = 20 N/mm2
Theory of Structures problems
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1. Pick up the correct statement from the following:
Options
A. For a uniformly distributed load, the shear force varies linearly
B. For a uniformly distributed load, B.M. curve is a parabola
C. For a load varying linearly, the shear force curve is a parabola
D. For a load varying linearly, the B.M. curve is a cubic parabola
2. A bar l metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is
3. A rectangular column shown in the given figure carries a load P having eccentricities ex and ev along X and Y axes. The stress at any point (x, y) is
7. The maximum B.M. due to an isolated load in a three hinged parabolic arch, (span l, rise h) having one of its hinges at the crown, occurs on either side of the crown at a distance