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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
120 cm
50 cm
100 cm

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RCC Structures Design
Piles are usually driven by

Single acting steam hammer
Diesel operated hammer
Drop hammer
All listed here

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

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No decay due to termites
All of these
Higher bearing capacity
No restriction on length

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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

2800/C²
2300/2C
2800/3C
2800/C

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel
High strength concrete only

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