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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Dog legged
Open newel
Straight
Geometrical

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.7
0.8
0.9
0.6

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RCC Structures Design
As per IS : 1343, total shrinkage for a pre-tensioned beam, is

3.0 × 10⁻³
3.0 × 10⁻²
3.5 × 10⁻⁵
3.0 × 10⁻⁵

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
C.L. standard system
Magnel-Blaton system
Lee-McCall system

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

The slab is discontinuous at edges
It supports live loads in both directions
The ratio of spans in two directions is less than 2
The slab is continuous over two supports

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

1.5
2.0
3.0
1.0

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