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RCC Structures Design

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

10
20
15
25

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length

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RCC Structures Design
A raft foundation is provided if its area exceeds the plan area of the building by

50 %
20 %
40 %
10 %

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/2P
WL/4P
WL/P
WL/3P

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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

0.596 %
0.696 %
0.796 %
0.496 %

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

8 legged
12 legged
6 legged
10 legged

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