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RCC Structures Design

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

Five times
Two times
Four times
Three times

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

10 mm
5 mm
7.5 mm
15 mm

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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
2
5
3

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RCC Structures Design
The width of the flange of a L-beam, should be less than

One-sixth of the effective span
Least of the above
Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs

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

Kept constant throughout the length
Increased at the ends
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 has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups and inclined members
Is safe with stirrups
Needs revision of the section
Safe in shear

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