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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

22 mm
20 mm
12 mm
6 mm

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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
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
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.596 %
0.496 %
0.696 %
0.796 %

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RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be zero at the centre of the foundation
Be uniform
Be more at the edges of the foundation
Not be uniform

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