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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
25
30
40

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

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

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

0.87
5.8
8.5
7.5

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RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

40°
45°
All listed here
30°

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Not less than 6
Equal to 6
Less than 6
Equal to 7

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RCC Structures Design
The weight of a foundation is assumed as

7% of wall weight
10% of wall weight
12% of wall weight
5% of wall weight

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