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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

It rotates about its C.G.
It moves horizontally
None of these
It moves vertically

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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
4.25 cm
3.50 cm
2.75 cm

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

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

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is hinged
One end is fixed and other end is free
Both the ends are fixed
Both the ends are hinged

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/12
BD³/6
BD²/6

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

75000 N/m²
75 N/m²
7500 N/m²
750 N/m²

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