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RCC Structures Design

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

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

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RCC Structures Design
By over-reinforcing a beam, the moment of resistance can be increased not more than

25 %
15 %
20 %
10 %

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
12 mm
14 mm
16 mm

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RCC Structures Design
The width of the flange of a L-beam, should be less than

Breadth of the rib + four times thickness of the slab
Breadth of the rib + half clear distance between ribs
One-sixth of the effective span
Least of the above

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.25
0.5
0.75
0.7

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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

2800/3C
2800/C²
2300/2C
2800/C

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