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RCC Structures Design

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

Strap
Raft
Footing
Strip

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
At the bottom edge of the slab
Below the slab

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 700/3C
m = 2800/3C
m = 1400/3C
m = 3500/3C

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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
12 mm
14 mm
16 mm

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.775 a
D = 0.0775 a
D = 0.775 √a

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

30°
45°
60°
None of these

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