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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1
½
1½
2

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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°
30°
90°
45°

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

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

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI²/4
WI/2
WI²/12

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

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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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