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Theory of Structures

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

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

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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

60°
90°
45°
30°

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Theory of Structures
At yield point of a test piece, the material

Undergoes plastic deformation
Obeys Hooke’s law
Behaves in an elastic manner
Regains its original shape on removal of the load

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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
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
The ratio of maximum and average shear stresses on a rectangular section, is

1.5
1.25
2.5
1

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