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RCC Structures Design

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

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

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/36 for interior panels without drop
L/32 for end panels without drops
L/36 for end panels without drops

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

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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
50 kg/cm²
250 kg/cm²

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RCC Structures Design
The minimum head room over a stair must be

200 cm
210 cm
205 cm
230 cm

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the diameter of the column

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