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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Yield ratio
Poisson’s ratio
Plastic ratio

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are fixed
One end is fixed and other end is free
One end is fixed and other end is hinged
Both the ends are hinged

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

1.34
1.5
2.5
2.34

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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

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

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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
3/2
8/5

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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

H = 0
V = 0
M = 0
All of these

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