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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI²/12
WI/2
WI²/4

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
1.5
2.5
1.25

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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

15
16
14
11

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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

w²a
wa²/27
wa/27
wa²

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Theory of Structures
The strain energy due to volumetric strain

All of these
Is directly proportional to the volume
Is directly proportional to the square of exerted pressure
Is inversely proportional to Bulk modulus

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/4h
ωl²/12h
ωl²/16h

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