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RCC Structures Design

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

Strip
Strap
Footing
Raft

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
10 mm
6 mm

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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 = 0.0775 a
D = 0.775 √a
D = 0.775 a

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/5th of the span
1/7th of the span
1/6th of the span
1/4th of the span

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RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

300 cm
233 cm
176 cm
236 cm

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

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

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