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RCC Structures Design

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

8.5
0.87
5.8
7.5

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strap
Raft
Footing
Strip

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
Weight of the soil above it
Its own weight
All listed here

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Increased at the centre of the beam
Decreased towards the centre of the beam
Kept constant throughout the length

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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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