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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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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
√(R² + T²)
R + T
T - R

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RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
Below the slab
At the bottom edge of the slab

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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
1/20th of span
1/25th of span

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation
Be uniform
Be zero at the centre of the foundation
Not be uniform

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - cos φ)/(1 + sin φ)
wh (1 - sin φ)/(1 + sin φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)

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