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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

200 cm
205 cm
210 cm
230 cm

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RCC Structures Design
A foundation rests on

Foundation soil
Base of the foundation
Sub-grade
Both B and C

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RCC Structures Design
If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is

D = W (a² - b²)/4a²bq
D = W (a² - b²)/8a²bq
D = W (a - b)/4a²bq
D = W (a² - b²)/4abq

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RCC Structures Design
The amount of reinforcement for main bars in a slab, is based upon

Maximum bending moment
Maximum shear force
Minimum shear force
Minimum bending moment

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/15th of span
1/30th of span
1/25th of span
1/20th of span

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the perpendicular to the inclined plane of the soil
With the vertical
With the horizontal
None of these

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