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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

4 mm
7 mm
5 mm
6 mm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

55
45
40
50

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]

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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

100 cm
120 cm
75 cm
50 cm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
40
35
30

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

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

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