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Theory of Structures

Theory of Structures
The ratio of the deflections of the free end of a cantilever due to an isolated load at 1/3rd and 2/3rd of the span, is

1/7
2/7
3/7
4/7

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
1/2
1
2

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Steel experiences tensile force
Brass experiences compressive force
Composite beam gets subjected to a couple

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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

ML/2EI
ML²/3EI
ML²/2EI
ML/EI

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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

0.303
0.505
0.404
0.707

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

Horizontal thrust is wl2/8h
S.F. will be zero throughout
B.M. will be zero throughout
All of these

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