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Theory of Structures

Theory of Structures
Stress may be defined as

Force per unit area
Force per unit length
None of these
Force per unit volume

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

2L
L/2
L
L

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is isotropic
Material is homogeneous
All of these
Young’s modulus is same in tension as well as in compression

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Theory of Structures
Flat spiral springs

Are wound by applying a torque
Consist of uniform thin strips
Consist of uniform thin strips
All of these

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

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

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

M = 0
All of these
V = 0
H = 0

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