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RCC Structures Design

RCC Structures Design
A flat slab is supported

On columns monolithically built with slab
On beams
On columns
On beams and columns

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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

All listed here
40°
45°
30°

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Rectangular columns is 4
All listed here
Circular columns is 6
Octagonal columns is 8

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

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

15 kg/cm²
5 kg/cm²
20 kg/cm²
10 kg/cm²

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome high bearing stresses developed at the ends
To provide high bond stresses
All listed here
To overcome bursting stresses at the ends

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