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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Tread
Flight
Rise
Winder

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RCC Structures Design
A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is

17 cm²
15 cm²
16 cm²
14 cm²

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 700/3C
m = 1400/3C
m = 2800/3C

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RCC Structures Design
A foundation is called shallow if its depth, is

One-fourth of its width
Three-fourth of its width
Equal to its width
Half of its width

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
4 cm
8 cm
6 cm

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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

20 cm
10 cm
15 cm
5 cm

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