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Theory of Structures

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:

5.0 mm
4.5 mm
4.0 mm
5.5 mm

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/4h
ωl²/16h
ωl²/12h

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/sec
/60 Newton metres/min
/30 Newton metres/sec
/30 Newton metres/min

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Theory of Structures
In the truss, the force in the member AC is

t tensile
8.75 t tensile
t compressive
6.25 t compressive

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.303
0.505
0.404
0.707

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

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

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