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RCC Structures Design

RCC Structures Design
The horizontal portion of a step in a stairs case, is known as

Winder
Rise
Flight
Tread

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
Lever arm of the section
One-third lever arm of the section
One-half lever arm of the section

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RCC Structures Design
The diameter of the column head support a flat slab, is generally kept

0.25 times the span length
0.25 times the diameter of the column
4.0 cm larger than the diameter of the column
5.0 cm larger than the diameter of the column

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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

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

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

Load of the surcharge, if any
Its own weight
All listed here
Weight of the soil above it

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

0.1 L from the centre edge of column
Half the distance of projection
One-fourth the distance of projection
0.1 L from the outer edge of column

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