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RCC Structures Design

RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
3 cm to 5 cm
5 cm to 8 cm
8 cm to 10 cm

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C²
2800/3C
2300/2C
2800/C

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RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.2
0.9
0.8

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

20
30
25
35

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Resist the temperature stresses
Distribute the load
All of these
Resist the shrinkage stress

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
18 mm diameter
36 mm diameter
30 mm diameter

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