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RCC Structures Design

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

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

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

6 mm
10 mm
8 mm
12 mm

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
14 mm
16 mm
12 mm

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
Breadth of the rib plus twelve times the thickness of the slab
One-third of the effective span of the T-beam
Least of the above

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

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

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Increased at the centre of the beam
Kept constant throughout the length
Increased at the ends

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