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Theory of Structures

Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

5.5 mm
4.0 mm
5.0 mm
4.5 mm

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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

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

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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
274 MN
284 MN
294 MN

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Theory of Structures
The strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
All of these
Is directly proportional to the square of exerted pressure
Is directly proportional to the volume

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh³/12
b²h/12
bh²/12
b³h/12

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

w l) at the fixed end
l) at the fixed end
3w l at the fixed end
2w w l at the fixed end

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