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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

Risers in the flight
None of these
Risers plus one
Risers minus one

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

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

230 kg/cm²
190 kg/cm²
1400 kg/cm²
260 kg/cm²

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RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2.5
Less than 2.5
2

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Over reinforced section
Critical section
Under-reinforced section

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
10
15
25

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