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Theory of Structures

Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

2F/3A
3F/2A
F/2A
F/A

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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
wa²/27
wa/27

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Length of the shaft
Modulus of rigidity
Radius of the shaft

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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
11
16
14

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
3 /16
2 /15
3 /8

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Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It rotates about its C.G.
It moves vertically

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