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RCC Structures Design

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

0.6
0.8
0.7
0.9

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

15 mm
7.5 mm
10 mm
5 mm

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

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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
A/P
2A/P
P/A

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Overall thickness of the rib
Centre to centre distance between T-beams
Breadth of the rib
All of the listed here

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RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Flight
Rise
Tread

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