1. Detailing of Reinforced Concrete Column
Course No : CE-2106
Course Title : Design of Concrete Structures -1 Sessional
Submitted to:
Prof. Dr. Md. Mozammel Hoque
Professor
Md . Suman Mia
Lecturer
Department of Civil Engineering
DUET,Gazipur
Submitted by :
Group No: B1 -1
Session : 2015-2016
Student ID:
141065 141070
141066 141071
141067 141072
141068 141073
141069 141074
2. Content
Objectives
Column relevant definition
Classification of column
Minimum number of reinforcement bar
Design consideration
Clear distance between RC bar
Ties
Tie and spiral arrangement
Spiral and bundle bar
Lapping of Main bar
Details of Hooks
3. Objectives
To know the arrangement of RCC Column.
To know about design specification.
To know about the characteristic of Column
4. Column relevant definition
Column:
o Basically compression member
for which axial force is substantial
amount.
o Columns support axial loads from
the roof slabs and transfer these
loads to the footings.
5. Column relevant term
Main bar: Which basically carry the
axial load.
Tie: Holds the main bar as well as
core concrete.
Spacing: Centre to centre distance
between tie bar.
Clear covering : The space between
outer face of column to tie bar which
protect the bar from weather effect .
6. Types of Column
Columns are divided into three types according to the way they are
reinforced.
1. Tied Columns
2. Spirally-Reinforced Columns
3. Composite Columns
7. Minimum Number of Reinforcing Bars
ACI Code 10.9.2 specifies :
For Tied Column:
Minimum of four bars within rectangular or
circular sections; or one bar in each corner of the cross
section for other shapes.
For Spiral Column:
Minimum of six bars in spirally reinforced
columns.
8. Design Consideration
ACI Code 10.9.1 specifies tie ratio :
Minimum reinforcement ratio of 1 % and maximum 8 % is to be used in tied
or spirally reinforced columns.
BNBC specifies tie ratio :
Minimum reinforcement ratio of 1 % and maximum 6 % is to be used in tied
or spirally reinforced columns.
9. Clear Distance between Reinforcing Bars
ACI Code 7.6.3 and 7.6.4 specify :
For tied or spirally reinforced
columns, clear distance between bars is not to be less than the
larger of 1.50 times bar diameter or 4 cm.
Concrete Protection Cover
Clear concrete cover is not to be taken less than 4
cm for columns
10. Ties
For longitudinal bars 32 mm or smaller.
Lateral ties 10 mm in diameter.
ACI Code 7.10.5.2 specifies :
Vertical spacing of ties is not to exceed the smallest of:
16 times longitudinal bar diameter.
48 times tie diameter.
Least cross sectional dimension.
13. Spirals
Not less than 10 mm in diameter.
Less than 2.5 cm and not more than 7.5 cm
Bundled Bars
Groups of parallel reinforcing bars
14. Lapping of Main bar
No lap should be allowable at
the joint of beam and column.
Lapping should not be
allowable at same level
Lapping must be provide at
middle position of the column.
15. Details of HOOKS
• Standard length of hook 6d or
75mm
• Bending angle must be 135 ͦ