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RCC Structures Design

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

5 m
3 m
4 m
6 m

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Weight of the soil above it
Its own weight
All listed here
Load of the surcharge, if any

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

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

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

11 mm
12 mm
10 mm
15 mm

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
10 cm
20 cm
5 cm

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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

R + T
R - T
T - R
√(R² + T²)

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