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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d M
Depth d 3
Depth d
Depth d 1/M

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

3.00 cm
3.50 cm
2.75 cm
4.25 cm

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

100/EIc
50/EIc
150/EIc
200/EIc

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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

ωl²/16h
ωl²/12h
ωl²/4h
ωl²/8h

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
8D3N/d4n
4D3N/d4n
d4N/8D3n

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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/min
/30 Newton metres/sec

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