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RCC Structures Design

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
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity downward
Straight above centroidal axis
Straight below centroidal axis
Parabolic with convexity upward

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RCC Structures Design
Piles are usually driven by

Drop hammer
Single acting steam hammer
All listed here
Diesel operated hammer

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R - T
R + T
T - R

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RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
7.5
5.8
0.87

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column
0.25 times the span length

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