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Theory of Structures

Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Hooke’s ratio
Poisson’s ratio
Plastic ratio
Yield ratio

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Von Mises
St. Venant
Guest or Trecas

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

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
2T/M
2M/ T
T/M

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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

45°
90°
60°
30°

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Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

1.34
2.34
1.5
2.5

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