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RCC Structures Design

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

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

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
20 mm
15 mm
25 mm

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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
100 cm
120 cm

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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

15 mm
20 mm
10 mm
25 mm

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
7% of wall weight
5% of wall weight
12% of wall weight

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(m + r)/m] d
[m/(m + r)] d
[(r - m)/m] d
[m/(m - r)] d

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