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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
None of these
Column head
Capital

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

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

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

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

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

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

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
36 bar diameters
30 bar diameters
18 bar diameters

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

25°
45°
35°
55°

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