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RCC Structures Design

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

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

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

18 bar diameters
36 bar diameters
24 bar diameters
30 bar diameters

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Decreased towards the centre of the beam
Increased at the centre of the beam
Increased at the ends
Kept constant throughout the length

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RCC Structures Design
If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is

[(r - m)/m] d
[m/(m + r)] d
[(m + r)/m] d
[m/(m - r)] d

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RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Horizontal shear
Diagonal compression
Vertical shear
Diagonal tension

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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

30
45
35
40

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