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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
8
16
10

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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
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

P/2A
2A/P
A/P
P/A

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
4 m
5 m
6 m

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