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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa/2l
wa²/2l

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Theory of Structures
The point of contraflexure is the point where

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

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Theory of Structures
The strain energy due to volumetric strain

Is directly proportional to the square of exerted pressure
All of these
Is inversely proportional to Bulk modulus
Is directly proportional to the volume

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Theory of Structures
A spring of mean radius 40 mm contains 8 action coils of steel (N = 80000 N/mm²), 4 mm in diameter. The clearance between the coils being 1 mm when unloaded, the minimum compressive load to remove the clearance, is

35 N
30 N
25 N
40 N

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

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

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
2 L
L
L/2

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