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RCC Structures Design

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

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
15
25

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal tension
Vertical shear
Diagonal compression

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Stopped just below the floor level and separate lap bars provided
All of the listed here
Continued up
Bent inward at the floor level

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the diameter of the column
0.25 times the span length

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Two times
Three times
Five times
Four times

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