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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

Thermal insulation
Acoustic insulation
All of these
A plain ceiling

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

1
0.15 %
4 %
6

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/2P
WL/P
WL/3P

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

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

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

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

50
45
55
40

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