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RCC Structures Design

RCC Structures Design
The number of treads in a flight is equal to

Risers minus one
Risers plus one
None of these
Risers in the flight

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

50
35
30
40

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
6 m
5 m
3 m

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

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

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.696 %
0.796 %
0.596 %

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