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Theory of Structures

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

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

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Theory of Structures
The point of contraflexure is the point where

S.F. is zero
M. is minimum
M. is maximum
M. changes sign

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

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

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum compressive stress at the section
Depth of the neutral axis
Depth of the section
Maximum tensile stress at the section

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

25 N
35 N
40 N
30 N

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Circle
Parabola
Hyperbola
Straight line

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