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RCC Structures Design

RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
WR²/16
2WR²/16
3WR²/16

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

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

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

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

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

10
8
12
16

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
230 kg/cm²
260 kg/cm²
1400 kg/cm²

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RCC Structures Design
Piles are usually driven by

Single acting steam hammer
All listed here
Diesel operated hammer
Drop hammer

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