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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Six times
Three times
Four times
Five times

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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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

6 legged
10 legged
8 legged
12 legged

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

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

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σcAc + m σcAsc
σc[A + (m - 1)Asc]
σc(A - Asc) + m σcAsc
All listed here

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
3 cm to 5 cm
5 cm to 8 cm
12 cm to 15 cm

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