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Theory of Structures

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 /8
/16
2 /15
3 /16

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.707
0.404
0.303

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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

Proof load
Proof resilience
Proof stress
Stiffness

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/2EI
ML/2EI
ML²/3EI
ML/EI

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Angle of twist
Modulus of rigidity
Radius of the shaft
Length of the shaft

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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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