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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wl/a
wa/2l
wa/l
wa²/2l

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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
1/2
1/4
2

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
4W²D3n/d4N
8WD3n/d4N
2WD3n/d4N

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Shear Modulus
Modulus of Elasticity
Both A. and B.

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

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

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 2h/l² × (1 – x)
y = 4h/l² × (1 – x)
y = 3h/l² × (1 – x)
y = h/l² × (1 – x )

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