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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.9
0.8
0.7

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

30 cm
40 cm
75 cm
20 cm

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
All listed here
To overcome bursting stresses at the ends
To provide high bond stresses

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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
200 cm
100 cm
150 cm

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Free end
Mid span and fixed support
Mid span
Fixed end

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