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RCC Structures Design

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Capital
Column head
Drop panel
None of these

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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

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

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RCC Structures Design
The section of a reinforced beam where most distant concrete fibre in compression and tension in steel attains permissible stresses simultaneously, is called

Critical section
Balanced section
Economic section
All listed here

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RCC Structures Design
If diameter of a reinforcement bar is d, the anchorage value of the hook is

12d
4d
8d
16d

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RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

7.6 kg/cm²
21.5 kg/cm²
21.5 kg/cm²
8.3 kg/cm²

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RCC Structures Design
A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains below the slab
None of these
Coincides the geometrical centre of the beam
Remains within the flange

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