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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns
On beams
On beams and columns
On columns monolithically built with slab

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

6 m
4 m
5 m
3 m

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RCC Structures Design
An R.C.C. column is treated as short column if its slenderness ratio is less than

50
56
30
40

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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

5 mm
4 mm
7 mm
6 mm

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RCC Structures Design
The length of the straight portion of a bar beyond the end of the hook, should be at least

Twice the diameter
Thrice the diameter
Four times the diameter
Seven times the diameter

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Increased gradually towards the edge
Decreased gradually towards the edge
Kept uniform throughout

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