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RCC Structures Design

RCC Structures Design
The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is

30°
45°
40°
All listed here

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

All listed here
σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
σcAc + m σcAsc

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Below ground surface
As one sixth of overall height of the wall
Equal to heel slab

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
40 cm
30 cm
20 cm

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

24 bar diameters
30 bar diameters
36 bar diameters
18 bar diameters

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