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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³
150 kg/m²
Nil
200 kg/cm²

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL²/47
WL²/24
WL/8

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

6
4 %
1
0.15 %

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)
Lever arm/(Shear force × Width)
Shear force/(Lever arm × Width)

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RCC Structures Design
The weight of a foundation is assumed as

10% of wall weight
5% of wall weight
7% of wall weight
12% of wall weight

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

150 cm
50 cm
100 cm
200 cm

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