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Theory of Structures

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

bh²/12
b²h/12
bh³/12
b³h/12

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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

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

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

4.125 cm²
3.125 cm³
1.125 cm³
2.125 cm³

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

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

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

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

All of these
Method of sections
Graphical method
Method of joints

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