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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

120 cm
124 cm
80 cm
123 cm

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

10 mm
8 mm
6 mm
12 mm

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

Breadth of the rib + half clear distance between ribs
Breadth of the rib + four times thickness of the slab
One-sixth of the effective span
Least of the above

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

Hooked splice
All listed here
Dowel splice
Straight bar splice

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

8 cm to 10 cm
12 cm to 15 cm
3 cm to 5 cm
5 cm to 8 cm

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
300 cm
150 cm
200 cm

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