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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
16
8
10

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

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

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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
WL²/16
WL²/24
WL²/47

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RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Shrinkage stress
Load
All listed here

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RCC Structures Design
An under-reinforced section means

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

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

22 mm
20 mm
12 mm
6 mm

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