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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
15 mm
12 mm
11 mm

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Tensile reinforcement
Tensile edge
Longitudinal central axis

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RCC Structures Design
The thickness of the topping of a ribbed slab, varies between

12 cm to 15 cm
5 cm to 8 cm
8 cm to 10 cm
3 cm to 5 cm

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

4d
8d
16d
12d

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RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

30°
45°
60°
None of these

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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
Load of the surcharge, if any
All listed here
Its own weight

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