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RCC Structures Design

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Temperature stress
Shrinkage stress
All listed here
Load

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

0.9
0.7
0.8
0.6

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RCC Structures Design
If ‘W’ is weight of a retaining wall and ‘P’ is the horizontal earth pressure, the factor of safety against sliding, is

2.0
3.0
1.0
1.5

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RCC Structures Design
The effective span of a simply supported slab, is

Distance between the centers of the bearings
Clear span plus effective depth of the slab
None of these
Clear distance between the inner faces of the walls plus twice the thickness of the wall

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Four times
Five times
Two times
Three times

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

45°
None of these
30°
60°

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