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RCC Structures Design

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

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

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One-third lever arm of the section
One-half lever arm of the section
One and half lever arm of the section

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Supporting end of the column
Drop panel
Top of the column
Capital

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RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

55°
35°
25°
45°

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RCC Structures Design
The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is

52.5
53.5
51.5
54.5

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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