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RCC Structures Design

RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

One diameter
2.5 diameters
3 diameters
3.5 diameters

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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

0.796 %
0.696 %
0.496 %
0.596 %

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

100 kg/cm²
300 kg/cm²
400 kg/cm²
200 kg/cm²

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RCC Structures Design
For normal cases, stiffness of a simply supported beam is satisfied if the ratio of its span to its overall depth does not exceed

20
15
25
10

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RCC Structures Design
A very comfortable type of stairs is

Open newel
Geometrical
Straight
Dog legged

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RCC Structures Design
The live load to be considered for an inaccessible roof, is

200 kg/m²
150 kg/cm²
Nil
75 kg/m²

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