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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

3 diameters
2.5 diameters
3.5 diameters
One diameter

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
200 cm
50 cm
150 cm

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RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

6 mm
5 mm
7 mm
4 mm

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RCC Structures Design
A pre-stressed concrete member

Is stressed after casting
Is made of concrete
Possesses internal stresses
Is made of reinforced concrete

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RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
Risers plus one
None of these
Risers minus one

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²
250 kg/cm²
175 kg/cm²
100 kg/cm²

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