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Theory of Structures

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL²/2EI
WL3/2EI
WL3/3EI

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Theory of Structures
The assumption in the theory of bending of beams is:

Material is homogeneous
All of these
Material is isotropic
Young’s modulus is same in tension as well as in compression

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

4p/a²
2p/a²
p/a²
3p/a²

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
Graphical method
Method of sections
All of these

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/4h
ωl²/8h
ωl²/16h
ωl²/12h

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Theory of Structures
In plastic analysis, the shape factor for rectangular section, is

1.4
1.5
1.7
1.6

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