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RCC Structures Design

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.5 m
4.0 m
4.1 m
4.7 m

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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
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

10 mm
25 mm
15 mm
20 mm

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Footing
Strap
Raft
Strip

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
20 mm
22 mm
6 mm

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

50 kg/cm²
350 kg/cm²
150 kg/cm²
250 kg/cm²

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