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RCC Structures Design

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
16 mm
14 mm

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

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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

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

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
All of these
Resist the shrinkage stress
Distribute the load

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

All listed here
Economic section
Critical section
Balanced section

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
As one sixth of overall height of the wall
Equal to heel slab
Below ground surface

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