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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d M
Depth d
Depth d 3
Depth d 1/M

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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 load on a spring per unit deflection, is called

Proof resilience
Proof load
Stiffness
Proof stress

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
1
2
4

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

1.5
1.7
1.6
1.4

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

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

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