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Theory of Structures

Theory of Structures
The load on a spring per unit deflection, is called

Proof load
Proof resilience
Proof stress
Stiffness

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

S
L/2
2L
L

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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/3
L/2
L/4

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

2
1
3
4

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

294 MN
284 MN
274 MN
264 MN

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/8
1/10
1/12
1/16

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