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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
22 mm
6 mm
20 mm

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

2300/2C
2800/C²
2800/C
2800/3C

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

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

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
18 bar diameters
30 bar diameters
24 bar diameters

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RCC Structures Design
If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by

D = 0.07775 aP
D = 0.00775 aP
D = 0.0775 aP
D = 0.775 Pa

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
25
20
15

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