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RCC Structures Design

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

6
0.15 %
4 %
1

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

Nil
75 kg/m³
200 kg/cm²
150 kg/m²

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

3
2
5
1

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

Flange has adequate reinforcement transverse to beam
It is built integrally with the beam
It is effectively bonded together with the beam
All of the listed here

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice
Dowel splice
All listed here
Straight bar splice

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RCC Structures Design
The effective span of a simply supported slab, is

Clear span plus effective depth of the slab
Distance between the centers of the bearings
Clear distance between the inner faces of the walls plus twice the thickness of the wall
None of these

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