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RCC Structures Design

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

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

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RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

40
45
30
35

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Modular ratio method
Ultimate load method
Load factor method
None of these

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RCC Structures Design
The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

24 bar diameters
30 bar diameters
18 bar diameters
12 bar diameters

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RCC Structures Design
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm², safe shear stress 5 kg/cm² and B.M. 24 mt,

Needs redesigning
Is safe in shear
Is unsafe in shear
Is over safe in shear

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RCC Structures Design
For stairs spanning horizontally, the minimum waist provided is

12 cm
8 cm
4 cm
6 cm

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