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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
Mild steel
Stainless
High tension steel

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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

0.696 %
0.796 %
0.496 %
0.596 %

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

56
40
50
30

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Cantilever beam
None of these
Simply supported beam
Continuous beam

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Strip
Raft
Footing
Strap

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

4d
12d
16d
8d

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