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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

3/7
4/7
1/7
2/7

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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

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

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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

L/2
L
L
2L

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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
264 MN
284 MN
274 MN

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (1 + f/ G)]/ A
[W (2 + f/G)]/A
[W (2 + g/f)]/A
(1 – g/f)/A

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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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