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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2T/M
T/M
2M/ T
M/T

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

bh²/12
b²h/12
b³h/12
bh³/12

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1
1.25
2.5

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Stiffness
Proof resilience
Proof load
Proof stress

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Theory of Structures
A steel bar 5 m × 50 mm is loaded with 250,000 N. If the modulus of elasticity of the material is 0.2 MN/mm² and Poisson’s ratio is 0.25, the change in the volume of the bar is:

2.125 cm³
1.125 cm³
3.125 cm³
4.125 cm²

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

A load varying linearly from zero at one end to w at the other end
None of these
An isolated load at mid span
A uniformly distributed load w/unit length

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