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Theory of Structures

Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/12
B²D/6
BD³/6

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/4
1/3
1/2
2/3

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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 = F – S
Q = S + F

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum shear stress = 16 T/πd³
Both A and B
Maximum bending stress = 32M/πd³
Neither A nor B

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

Parabola
Ellipse
Straight line
Circle

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Theory of Structures
The strain energy stored in a spring when subjected to greatest load without being permanently distorted, is called

Proof resilience
Stiffness
Proof stress
Proof load

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