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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

All of these
Distribute the load
Resist the shrinkage stress
Resist the temperature stresses

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

10 mm
15 mm
25 mm
20 mm

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RCC Structures Design
An under-reinforced section means

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

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/4Sb
l = dt/3Sb
l = dt/Sb
l = dt/2Sb

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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 %
0.496 %
0.696 %
0.796 %

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