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RCC Structures Design

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

12
16
10
8

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

40
35
30
25

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Five times
Two times
Four times
Three times

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 1400/3C
m = 700/3C
m = 2800/3C
m = 3500/3C

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
8 cm to 10 cm
12 cm to 15 cm
10 cm to 12 cm

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