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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
36 bar diameters
18 bar diameters
30 bar diameters

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Straight below centroidal axis
Parabolic with convexity downward
Straight above centroidal axis
Parabolic with convexity upward

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P
P/2A
2A/P
P/A

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Increased at the ends
Decreased towards the centre of the beam
Increased at the centre of the beam

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RCC Structures Design
If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is

Triangular
Trapezoidal
Square
Rectangular

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