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Theory of Structures

Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/2
L/3
L/5
L/4

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

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

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

1/8
1/3
1/4
1/2

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = F – S
Q = S + F
Q = S × F
Q = S – F

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Theory of Structures
The strain energy due to volumetric strain

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

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

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

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MORE MCQ ON Theory of Structures

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