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Theory of Structures

Theory of Structures
Gradually applied static loads do not change with time their

All of these
Point of application
Direction
Magnitude

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

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

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD² + mbd³)/4D]
BD² + mbd²)/4D]
BD² + mbd²)/6D]
BD³ + mbd³)/6D]

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Reciprocal of the length of the shaft
Modulus of rigidity
Moment of inertia of the shaft section
Angle of twist

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Stiffness
Proof load
Proof stress

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/3
1/2
1/4
2/3

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