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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
Less than 2.5
2
2.5

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm
300 cm
200 cm
100 cm

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
8 mm
10 mm
6 mm

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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

20 cm
30 cm
40 cm
75 cm

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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
4.0 m
4.5 m
4.1 m

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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
1.0
1.5
3.0

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