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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Stiffness
Proof load
Proof resilience

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

Haig's theory
St. Venant's theory
Rankine's theory
Guest's or Trecas' theory

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

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

None of these
A load varying linearly from zero at one end to w at the other end
A uniformly distributed load w/unit length
An isolated load at mid span

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At one quarter span
At the crown
Anywhere in the rib
None of these

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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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