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RCC Structures Design

RCC Structures Design
A foundation rests on

Base of the foundation
Both B and C
Sub-grade
Foundation soil

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RCC Structures Design
The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation.

m = 3500/3C
m = 700/3C
m = 2800/3C
m = 1400/3C

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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 %
0.596 %
0.796 %

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam
One-third of the effective span of the T-beam
Least of the above
Breadth of the rib plus twelve times the thickness of the slab

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RCC Structures Design
For initial estimate for a beam design, the width is assumed

1/25th of span
1/15th of span
1/30th of span
1/20th of span

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RCC Structures Design
For a circular slab carrying a uniformly distributed load, the ratio of the maximum negative to maximum positive radial moment, is

2
3
1
5

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