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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/8
WI²/4
WI²/12

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

5/8
2/3
8/5
3/2

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L
l
L/2
2 L

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Theory of Structures
If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

All of these
(3/2)K (1 – 2/m) = N (1 + 1/m)
E = 2N (1 + 1/m)
E = 3K (1 – 2/m)

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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

Proof resilience
Proof load
Proof stress
Stiffness

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/5
L/4
L/3
L/2

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