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RCC Structures Design

RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is not cohesive
All listed here
Is dry
Is free from moisture

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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

0.596 %
0.796 %
0.496 %
0.696 %

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

6 mm
20 mm
12 mm
22 mm

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/3P
WL/4P
WL/P
WL/2P

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

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

Drop panel
Capital
Column head
None of these

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