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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

6 cm to 7.5 cm
8 cm to 10 cm
10 cm to 12 cm
12 cm to 15 cm

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Below ground surface
Equal to heel slab
As one sixth of overall height of the wall

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RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span
1/7th of the span
1/5th of the span
1/4th of the span

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.5 m
4.1 m
4.0 m

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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

50 cm
100 cm
200 cm
150 cm

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups
Is safe with stirrups and inclined members
Safe in shear
Needs revision of the section

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