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RCC Structures Design

RCC Structures Design
The weight of reinforced concrete, is generally taken as

2200 kg/m³
2300 kg/m³
2500 kg/m³
2400 kg/m³

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.5 H
0.4 H
0.7 H

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RCC Structures Design
Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as

1/8th of the span
1/10th of the span
1/12th of the span
1/16th of the span

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RCC Structures Design
The width of the flange of a T-beam should be less than

Least of the above
Breadth of the rib plus twelve times the thickness of the slab
Distance between the centers of T-beam
One-third of the effective span of the T-beam

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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
None of these
4,120 kg
412,000 kg

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RCC Structures Design
A flat slab is supported

On columns
On columns monolithically built with slab
On beams
On beams and columns

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