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RCC Structures Design

RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
5
2
1

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Load factor method
None of these
Ultimate load method
Modular ratio method

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Below ground surface
As one sixth of overall height of the wall
Equal to heel slab

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RCC Structures Design
The minimum head room over a stair must be

205 cm
230 cm
210 cm
200 cm

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

7.5
5.8
0.87
8.5

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is made of reinforced concrete
Is made of concrete
Is stressed after casting

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