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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

35
40
30
25

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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
35
45
30

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

All listed here
Its own weight
Load of the surcharge, if any
Weight of the soil above it

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Equal to 7
Not less than 6
Equal to 6
Less than 6

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RCC Structures Design
The Young's modulus of elasticity of steel, is

250 KN/mm²
200 KN/mm²
275 KN/mm²
150 KN/mm²

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Rectangular
Trapezoidal
Triangular
Square

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