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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.34
1.5
1.34
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

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

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

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

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Length of the shaft
Angle of twist
Radius of the shaft
Modulus of rigidity

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

None of these
2 : 1½ : 1
1 : 1½ : 2
1 : 1 : 2

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