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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

½
1½
2
1

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
Method of sections
All of these
Method of joints

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Theory of Structures
A load of 1960 N is raised at the end of a steel wire. The minimum diameter of the wire so that stress in the wire does not exceed 100 N/mm² is:

4.0 mm
4.5 mm
5.0 mm
5.5 mm

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Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/4
L/2
L/5
L/3

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

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

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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/EI
ML²/2EI
ML²/3EI
ML/2EI

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