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Theory of Structures

Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.707
0.404
0.303

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
wa/27
w²a
wa²/27

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
11
16
15

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Straight line
Ellipse
Parabola
Circle

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Theory of Structures
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

W²L/2AE
W²L/AE
WL/2AE
WL/AE

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Elasticity
Shear Modulus
Modulus of Rigidity
Both A. and B.

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