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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

All of these
Thermal insulation
Acoustic insulation
A plain ceiling

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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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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.75 times the average
2.0 times the average
1.25 times the average

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (c - a)/4
M = pb (b + a)/8
M = pb (b + a)/8
M = pb (b - a)²/8
M = pb (b - a)²/4

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RCC Structures Design
In a pre-stressed member it is advisable to use

Low strength concrete only
High strength concrete only
Low strength concrete but high tensile steel
High strength concrete and high tensile steel

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Base slab is made 10 cm thicker than the stem
All listed here
Thickness of the stem is kept same throughout

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