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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

1½
½
1
2

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
2 cm
1 cm
2.5 cm

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
11
16
14

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

2.5
1.5
1
1.25

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/2EI
ML/EI
ML²/2EI
ML²/3EI

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Length of the shaft
Radius of the shaft
Angle of twist
Modulus of rigidity

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MORE MCQ ON Theory of Structures

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