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Theory of Structures

Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Parabola
Straight line
Circle
Ellipse

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

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

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Theory of Structures
The vertical reaction for the arch is

wa²/2l
wa/l
wl/a
wa/2l

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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:

5.5 mm
4.0 mm
5.0 mm
4.5 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
ωl²/12h
ωl²/16h

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
3F/2A
2F/3A
F/2A

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