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RCC Structures Design

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

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

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

250 kg/cm²
49.9 kg/cm²
100 kg/cm²
175 kg/cm²

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

5.0 cm larger than the diameter of the column
4.0 cm larger than the diameter of the column
0.25 times the span length
0.25 times the diameter of the column

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh² [(1 - sin φ)/3(1 + sin φ)]
wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]

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RCC Structures Design
The minimum head room over a stair must be

210 cm
230 cm
205 cm
200 cm

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at the centre and from other two points 0.15 L from either end ; the maximum hogging moment will be

WL²/90
WL²/30
WL²/60
WL²/15

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