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Theory of Structures

Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Straight line
Parabola
Ellipse
Circle

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S + F
Q = S – F
Q = S × F
Q = F – S

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
Per centimetre square (N/cm²)
Per metre square (N/m2)
None of these

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Theory of Structures
The strain energy due to volumetric strain

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

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

2L
S
L/2
L

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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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