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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.12 %
0.15 %
0.18 %
0.10 %

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RCC Structures Design
A ribbed slab is provided for

All of these
A plain ceiling
Acoustic insulation
Thermal insulation

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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

25 mm
15 mm
20 mm
10 mm

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RCC Structures Design
The steel generally used in R.C.C. work, is

High carbon steel
High tension steel
Mild steel
Stainless

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

All listed here
A key
A cut-off wall
A rib

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

None of these
One diameter of thicker bar
Twice the diameter of thinner bar
One diameter of thinner bar

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