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RCC Structures Design

RCC Structures Design
A foundation rests on

Base of the foundation
Both B and C
Foundation soil
Sub-grade

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2500 kg/m³
2300 kg/m³
2400 kg/m³

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Strip
Raft
Footing

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

200 kg/cm²
100 kg/cm²
300 kg/cm²
400 kg/cm²

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

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

10
20
15
25

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