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Theory of Structures

Theory of Structures
The stiffness of the close coil helical spring is

4D3N/d4n
8D3N/d4n
d4N/8D3n
d4N/4D3n

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

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

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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
In plastic analysis, the shape factor for rectangular section, is

1.4
1.7
1.6
1.5

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

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

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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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