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RCC Structures Design

RCC Structures Design
A flat slab is supported

On beams
On beams and columns
On columns
On columns monolithically built with slab

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be uniform
Be more at the edges of the foundation
Be zero at the centre of the foundation

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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

Balanced section
Critical section
All listed here
Economic section

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
6 mm
8 mm
12 mm

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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.

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

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.496 %
0.696 %
0.796 %
0.596 %

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