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Theory of Structures

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

1.5
1.2
1.3
1.7

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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

WL3/2EI
WL3/3EI
WL²/2EI
WL²/3EI

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

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

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

b²h/12
bh³/12
bh²/12
b³h/12

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD³/6
BD³/12
BD²/6
B²D/6

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
At one quarter span
Anywhere in the rib
None of these

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