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RCC Structures Design

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

0.8
0.2
0.7
0.9

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
All listed here
Within the flange
Below the slab

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL/8
WL²/47
WL²/24
WL²/16

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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
20 mm
15 mm

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel provided is insufficient
Steel provided on one face only
Steel will yield first

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

5 mm
7.5 mm
15 mm
10 mm

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