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RCC Structures Design

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

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

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

10 cm
20 cm
15 cm
5 cm

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2
2.5
Less than 2.5

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
4 %
0.15 %
6

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RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.7
0.5
0.4
0.6

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

3 cm to 5 cm
8 cm to 10 cm
12 cm to 15 cm
5 cm to 8 cm

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