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Theory of Structures

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
1/12
1/10
1/16

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Theory of Structures
Stress may be expressed in Newtons

None of these
Per centimetre square (N/cm²)
Per metre square (N/m2)
Per millimetre square (N/mm²)

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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:

1.125 cm³
3.125 cm³
2.125 cm³
4.125 cm²

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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

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

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /8
2 /15
3 /16
/16

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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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