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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/3C
2300/2C
2800/C
2800/C²

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

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

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/16
WL²/47
WL²/24
WL/8

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RCC Structures Design
High strength concrete is used in pre-stressed member

All listed here
To provide high bond stresses
To overcome high bearing stresses developed at the ends
To overcome bursting stresses at the ends

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