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Theory of Structures

Theory of Structures
The point of contraflexure is the point where

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

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

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/8D3n
4D3N/d4n
8D3N/d4n
d4N/4D3n

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

B.M. will be zero throughout
All of these
Horizontal thrust is wl2/8h
S.F. will be zero throughout

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Theory of Structures
A body is said to be in equilibrium if

It moves horizontally
None of these
It moves vertically
It rotates about its C.G.

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

(1 – g/f)/A
[W (2 + f/G)]/A
[W (2 + g/f)]/A
[W (1 + f/ G)]/ A

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