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RCC Structures Design

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
55
40
45

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

5 cm to 8 cm
8 cm to 10 cm
12 cm to 15 cm
3 cm to 5 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/C
2800/C²
2300/2C
2800/3C

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

30
40
35
50

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

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Breadth of the rib
Centre to centre distance between T-beams
Overall thickness of the rib
All of the listed here

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