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RCC Structures Design

RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/20th of span
1/25th of span
1/30th of span

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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
WL²/16
WL²/24

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
8 cm
10 cm
6 cm

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

75 cm
50 cm
120 cm
100 cm

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2300 kg/m³
2400 kg/m³
2200 kg/m³
2500 kg/m³

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RCC Structures Design
An under-reinforced section means

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

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