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Theory of Structures

Theory of Structures
Stress may be defined as

Force per unit length
Force per unit area
None of these
Force per unit volume

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Stiffness
Proof load
Proof stress
Proof resilience

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

150/EIc
100/EIc
50/EIc
200/EIc

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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

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

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1.25
1
2.5

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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

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

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