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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

3 m
6 m
5 m
4 m

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RCC Structures Design
The Young's modulus of elasticity of steel, is

275 KN/mm²
150 KN/mm²
250 KN/mm²
200 KN/mm²

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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

0.796 %
0.496 %
0.596 %
0.696 %

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

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

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
All of the listed here

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the centre of the beam
Increased at the ends
Decreased towards the centre of the beam
Kept constant throughout the length

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