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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Circular
Octagonal
Square

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

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups and inclined members
Safe in shear
Needs revision of the section
Is safe with stirrups

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RCC Structures Design
The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon

Overall thickness of the rib
Centre to centre distance between T-beams
All of the listed here
Breadth of the rib

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Decreased gradually towards the edge
Kept zero at the edge
Increased gradually towards the edge
Kept uniform throughout

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RCC Structures Design
A flat slab is supported

On beams and columns
On columns
On columns monolithically built with slab
On beams

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