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RCC Structures Design

RCC Structures Design
The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept

0.7
0.8
0.9
0.2

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
4,120 kg
None of these
412,000 kg

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RCC Structures Design
A ribbed slab is provided for

Thermal insulation
All of these
Acoustic insulation
A plain ceiling

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 a²
D = 0.775 √a
D = 0.775 a
D = 0.0775 a

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/20th of span
1/25th of span
1/30th of span
1/15th of span

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
All listed here
Thickness of the stem is kept same throughout
Base slab is made 10 cm thicker than the stem

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