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RCC Structures Design

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

Two times
Four times
Five times
Three times

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Paraboloid
Ellipsoid
Semi-hemisphere

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Creep of concrete
All of the listed here
Shrinkage of concrete
Elastic shortening of concrete

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.696 %
0.496 %
0.796 %
0.596 %

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

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

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
50
40
45

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