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RCC Structures Design

RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

12 mm
6 mm
22 mm
20 mm

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RCC Structures Design
The ratio of the breadth to effective depth of a beam is kept

0.7
0.5
0.25
0.75

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm
10 mm
15 mm
7.5 mm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
15
25

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RCC Structures Design
Columns may be made of plain concrete if their unsupported lengths do not exceed their least lateral dimension

Three times
Five times
Four times
Two times

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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 %
0.496 %
0.796 %

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