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RCC Structures Design

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
Two times
Four times

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

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

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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
200 cm
300 cm
150 cm

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be more at the edges of the foundation
Not be uniform
Be zero at the centre of the foundation

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/3 to 1/2 of rib depth
1/7 to 1/3 of rib depth

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²
300 kg/cm²
200 kg/cm²
100 kg/cm²

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