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RCC Structures Design

RCC Structures Design
A continuous beam shall be deemed to be a deep beam if the ratio of effective span to overall depth, is

Less than 2
2.5
Less than 2.5
2

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

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RCC Structures Design
In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are

12 legged
8 legged
6 legged
10 legged

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RCC Structures Design
In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is

W - P cos θ
W - 2P sin θ
W - P sin θ
W - 2P cos θ

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
Magnel-Blaton system
C.L. standard system
Lee-McCall system

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RCC Structures Design
Piles are usually driven by

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

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