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RCC Structures Design

RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
10
15
20

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

6 cm
8 cm
12 cm
4 cm

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

12 bar diameters
30 bar diameters
18 bar diameters
24 bar diameters

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RCC Structures Design
The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is

25 cm
30 cm
20 cm
35 cm

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

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Two times
Five times
Three times

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