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RCC Structures Design

RCC Structures Design
The weight of a foundation is assumed as

12% of wall weight
5% of wall weight
10% of wall weight
7% of wall weight

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl212
wl210
wl28
wl24

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

12 mm
10 mm
8 mm
6 mm

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RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

12
10
8
16

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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
A foundation is called shallow if its depth, is

Equal to its width
Three-fourth of its width
Half of its width
One-fourth of its width

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