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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Four times
Three times
Six times

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

Three times
Two times
Five times
Four times

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

40
35
30
50

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

Flight
Rise
Winder
Tread

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

4,120 kg
41,200 kg
None of these
412,000 kg

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

20
10
15
25

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