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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

10
15
25
20

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
Nil
200 kg/cm²
150 kg/m²

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Kept constant throughout the length
Increased at the centre of the beam
Decreased towards the centre of the beam

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

7.6 kg/cm²
8.3 kg/cm²
21.5 kg/cm²
21.5 kg/cm²

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RCC Structures Design
A pre-stressed concrete member

Possesses internal stresses
Is made of concrete
Is made of reinforced concrete
Is stressed after casting

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

8 cm to 10 cm
6 cm to 7.5 cm
10 cm to 12 cm
12 cm to 15 cm

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