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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital
Drop panel
None of these
Column head

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RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

120 cm
50 cm
100 cm
75 cm

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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
54.5
53.5
51.5

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

6
1
4 %
0.15 %

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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

100 cm
150 cm
200 cm
50 cm

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

10
25
15
20

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