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RCC Structures Design

RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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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
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
200 kg/cm²
300 kg/cm²
400 kg/cm²

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Continued up
All of the listed here
Stopped just below the floor level and separate lap bars provided
Bent inward at the floor level

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.9
0.7
0.8
0.2

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

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