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RCC Structures Design

RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2800/C
2800/C²
2300/2C

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RCC Structures Design
If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is

w √(R + T)/T
w √(R² + T²)/T
w (R + T)/T
w (R/T)

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

20
10
25
15

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RCC Structures Design
As the percentage of steel increases

Depth of neutral axis increases
Lever arm increases
Lever arm decreases
Depth of neutral axis decreases

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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

Over reinforced section
Economic section
Critical section
Under-reinforced section

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
8 legged
10 legged
6 legged

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