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RCC Structures Design

RCC Structures Design
Piles are usually driven by

Single acting steam hammer
Diesel operated hammer
All listed here
Drop hammer

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RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE
(1 - C) mf + eE
(C - 1) mf + eE
(1 - C) mf - eE

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RCC Structures Design
An under-reinforced section means

Steel will yield first
Steel provided is insufficient
Steel is provided at the underside only
Steel provided on one face only

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

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
One-third of the width of the stem at the bottom
Width of the stem at the bottom

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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 %
0.596 %
0.696 %
0.496 %

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