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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
200 kg/cm²
300 kg/cm²
100 kg/cm²

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
All listed here
40°
45°

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.7 H
0.5 H
0.3 H
0.4 H

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.9
0.7
0.8
0.6

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
All listed here
Shrinkage stress
Load

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RCC Structures Design
A flat slab is supported

On beams and columns
On columns monolithically built with slab
On beams
On columns

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