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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Plastic ratio
Hooke’s ratio
Yield ratio

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wa/l
wl/a
wa²/2l

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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
WL²/2EI
WL3/3EI
WL²/3EI

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

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

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Theory of Structures
The point of contraflexure is the point where

S.F. is zero
M. is maximum
M. changes sign
M. is minimum

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/12
WI²/8
WI²/4

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