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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Elasticity
Modulus of Rigidity
Both A. and B.

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /16
/16
3 /8
2 /15

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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

Stiffness
Proof stress
Proof resilience
Proof load

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

5 mm
4 mm
3 mm
2 mm

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

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