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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
2L
S
L/2

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

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

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

Point of application
Magnitude
Direction
All of these

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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/5
L/2
L/4
L/3

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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

wa²/27
wa²
w²a
wa/27

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 3m – 2
m = 3j – 2
j = 2m – 3
m = 2j – 3

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