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Theory of Structures

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
Maximum principal stress theory for the failure of a material at elastic point, is known

Rankine's theory
Guest's or Trecas' theory
Von Mises' theory
St. Venant's theory

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M 2
Width b 1/M
Width b M
Width b 3 M

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
m = 3j – 2
j = 3m – 2
m = 2j – 3

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

3p/a²
2p/a²
4p/a²
p/a²

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

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

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MORE MCQ ON Theory of Structures

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