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Theory of Structures

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

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

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

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

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

30°
90°
60°
45°

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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 uniformly distributed load w/unit length
A load varying linearly from zero at one end to w at the other end
An isolated load at mid span

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.707
0.303
0.404

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

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

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