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RCC Structures Design

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm
12 mm
15 mm
11 mm

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

16d
4d
8d
12d

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

6 m
3 m
5 m
4 m

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
22 mm
20 mm
12 mm

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RCC Structures Design
The width of the flange of a T-beam should be less than

Breadth of the rib plus twelve times the thickness of the slab
Least of the above
Distance between the centers of T-beam
One-third of the effective span of the T-beam

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the outer edge of column
0.1 L from the centre edge of column
One-fourth the distance of projection
Half the distance of projection

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