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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
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

5/8
3/2
2/3
8/5

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

2 L
l
L/2
L

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/16h
ωl²/12h
ωl²/4h
ωl²/8h

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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

264 MN
284 MN
294 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 (2 + g/f)]/A
[W (2 + f/G)]/A
(1 – g/f)/A
[W (1 + f/ G)]/ A

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