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RCC Structures Design

RCC Structures Design
A foundation rests on

Both B and C
Sub-grade
Base of the foundation
Foundation soil

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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

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

50 cm
100 cm
150 cm
200 cm

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[m/(m + r)] d
[(r - m)/m] d
[m/(m - r)] d

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

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

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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

1
3
5
2

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