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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/30th of span
1/15th of span
1/20th of span
1/25th of span

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
High strength concrete only

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RCC Structures Design
If T and R are tread and rise respectively of a stair, then

R + 2T = 60
R + 2T= 30
2R + T = 60
2R + T = 30

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
Nil
200 kg/cm²
150 kg/m²

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Circular columns is 6
Rectangular columns is 4
Octagonal columns is 8
All listed here

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One-half lever arm of the section
Lever arm of the section
One-third lever arm of the section
One and half lever arm of the section

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