“BBS” The word BBS Plays a significant role in any construction of High rise buildings. BBS refers to Bar Bending Schedule. Well, What’s the use of BBS? Why we use BBS? What is BBS?
In this article, we are majorly focused on how and where to start and what are the basics. Apart from this, you can also learn
- What is Bar Bending Schedule? and its Importance
- Basics of Bar Bending Schedule?
- How to Prepare Bar Bending Schedule?
- Important rules while preparing Bar Bending Schedule
- Use of Bar Bending Schedule?
It’s a lengthy article, so brace yourself. Let’s Get started.
First of all, Bar is any type of rebar which is used as a reinforcement in RCC. The bar may be a Mild Steel bar or HYSD bar or TMT Bar.
Bar Bending Schedule is termed as “Calculation of the total Steel required for the construction of a building” We use steel to make concrete to be reinforced and for tension requirements. But how much steel required for constructing 15 floors building? How much Steel I have to order? All these questions are answered in BBS
In Bar bending schedule, the bars are organized for each structural units (Beams or columns or slabs or footings etc) and detailed list is prepared which specifies the Bar location (Bar in footings, slabs, beams or columns), Bar Marking (to identify the bar in accordance with the drawing), Bar Size (length of the bar used), Quantity (No. of Bars used), Cutting length, Type of Bend and Shape of the bar in reinforcement drawings.
How BBS Changed from 1950-2019:-
From 1950 to 2019 lots of modifications and enhancements happening in our world. In 1950, three-storeyed buildings are high rise buildings now we are constructing a building with 200 floors+. There is a massive growth in the construction industry. Due to the vast increase in world population demands increased facilities, more need for space and more construction.
Father of Estimation B.N. Datta has given certain recommendations for the usage of steel in different components of buildings. But, he didn’t mention any values if we use more bars in a single structural member.
|Bar Bending Member||Percentage|
|Slab||1% of total volume of concrete|
|Beam||2% of of total volume of concrete|
|Column||2.5% of total volume of concrete|
|Footings||0.8% of total volume of concrete|
At that time we’ve used only four bars in columns; now we are using 12+ bars in columns based on load analysis. So, the percentage of steel is increased in a column which reveals that the above-cited values are outdated. ( They are outdated “not wrong”) He wrote that book in 1950. Now we are in 2019. He gave recommendations according to the potentiality of construction at that time. Now we are constructing 200 + floors in the small area.
Before dealing with the BBS, it’s very important to learn the basics of Bar bending schedule. The below-mentioned table is a kick-start guide for learning Bar bending schedule from scratch.
(If you are accessing the below table through mobile, scroll horizontally for a clear view)
|1.||Standard Length of the Steel Bar|
(Bars are sold at standard Length)
|12m or 40'|
|2.||Weight of Bar|
for length = 1m
(were D = Dia of Bar)
|Ex:||If length of bar is 12m with 10mm Dia then , |
Weight of bar = D2/162
Therefore for length 1m = 1m x D2/162
= 1 x 102/162 = 0.61 Kgs
For length 12m = 12 x 102/162
|3.||Density of Steel||7850Kg/m3|
Below I am discussing the different concepts of Bar Bending schedule which are very useful while working with BBS. All these concepts are used in BBS design calculation of any structural member. So be familiar with the below concepts. To keep it clear, firstly the concepts are discussed and in the end, this post is closed with an example of BBS calculation of a member.
1. Hook Length or Cutting length of Stirrups:-
The hook length is commonly provided for stirrups in beams and ties in columns. In general, Hooks are added at the two ends of the rebar in stirrups or ties.
Hook Length = 9d (d is dia of the bar)
Below image makes you clear why the Hook length = 9d
From above fig, length of hook = [(Curved Portion) + 4d] = [(4d+d)+4d] = 9d
Hook Length = 9d [d is Diameter of the Bar]
Example Calculation considering stirrup with the hooks at ends:
For clear understanding, look at the below image for calculation of the total length of stirrup the with two hooks at ends.
Total Cutting Length of stirrup or tie = Total length of Bar + 2 x Hook Length (Two hooks)
Total Cutting Length = L+2(9d)
Therefore Total Cutting length = L+18d (d is the Diameter of a bar)
Hope, now you are clear with the Hook length calculation.
2. Bend Length:-
The Bend length calculation is different for Cranked bars (bent up bars) and bends at corners.
The bars are usually cranked in Slabs and bars are bent at corners in Stirrups or ties.
(i) Bend Length calculation in Cranked Bars:-
As Shear stress is maximum at supports in Slab. To resist these stresses we usually crank the bars at the ends of supports in the slab. The below figure depicts the bent up bar in Slab. To calculate the bend length the below procedure is followed.
From the above figure as the bar is bent at an angle θ0 the additional length (la) is introduced.
Where, la = l1 – l2–(i)
Tanθ = D/l2 ; Sinθ = D/l1
Hence l1 = D/Sinθ and l2 = D/tanθ
Therefore from (i) :- la = D/Sinθ – D/tanθ
Giving different θ values as 300 , 450, 600 results different additional length la values as below.
|θ0||D/Sinθ||D/tanθ||la =D/Sinθ – D/tanθ|
The additional length is added to the total length of the bar if the bars are cranked at a certain angle.
Example Calculation considering Bent up bar in Slab (Cranked bar):-
To keep the crank bar in position, an extra bar of length (L/4) is provided below the crank bar as shown in the below figure.
Therefore, the total length of bar = L+0.42D+0.42D+(L/4)+(L/4) = 1.5L+0.84D
Remember D = Depth of Slab-Top Cover-Bottom cover
(ii) Bend Length calculation when bars are bent at corners:-
The important standards used while calculating the bend length at corners
- 45° Bend length = 1d
- 90° Bend length = 2d
- 135° Bend length = 3d
Here, ‘d’ = Diameter of bar
Example Calculation considering stirrup with the bends at corners:
From above fig, There are 3 bends which are bent at an angle of 900 and two bends are bent at an angle of 1350
Total bend length = 3 x 900 Bend length + 2 x 1350 Bend length = 3 x 2d + 2 x 3d = 12d = 12 x 8 = 96mm
Below table represents the total length of bar calculation for different types of bar shapes.
|Bar Shapes||Total Length of Hooks||Total Bend Length||Total Length of Bar|
|Straight Bar||Two Hooks|
= 9d + 9d
|No bend||l + 18D|
|Bent Up at one End only||Two Hooks|
= 9d + 9d
bent at an
|l + 18D + 0.42D|
|Double Bent up Bar||Two Hooks|
= 9d + 9d
|Two bends |
bent at an
|l + 18D + 0.42D + 0.42D |
| Overlap of bars ||Two Hooks|
= 9d + 9d
|No bends||Overlap Length |
=(40d to 45d)+18d
3. Overlap Length / Lap Length in Reinforcement:-
The standard length of Rebar is 12m. Suppose the height of the column is 20 m. To purvey this requirement, two bars of length 12m and 8m are overlapped (joined) with overlap length.
Overlap Length for compression members (columns) = 40d
The Overlap Length for tension members (beams) = 50d
[d is the Diameter of the bar]
Have You seen the below picture on your top floor of the building? We generally project some length of Bar on the last floor i.e., 50D. It is used for further construction purpose. (Constructing a new floor)
Also Read: Development length in Bar Bending Schedule
To understand clear, Here I am considering the below structural member RCC Column and preparing a BBS for it.
BBS of Column
|Structural Member||Column |
|Bar Marking||1. Main Bars |
2. Stirrups (Longitudinal bars)
|Dia of Bar||1. Main Bars = 16mm ; |
(Longitudinal bars) = 8mm
|No. of Bars used||1. Main bars = 4|
2. Stirrups = 30
|Cutting length||1. Main bars = 3.16m|
2. Stirrups = 2.64m
|Total Length of bar||1. Main bars = 18.4m|
2. Stirrups = 43.2m
|Weight of Steel bar||1. Main bars = 29Kgs|
2. Stirrups =17Kgs
Calculation part of above table:
No. of Bars calculation:
Main bars = 4
To calculate the No. of longitudinal bars adopt spacing between bars is 0.1m
No. of Longitudinal bars = Length of column / Spacing = 3/0.1 = 30bars
Longitudinal bars = 30
Cutting length calculation:
Main bars = 3m + 50d + 50d = 3 + 50×0.016 + 50×0.016 = 4.6m
Hook length = 9d + 9d = 18d = 18×0.08=1.44m
Bend length =3 x 900 Bend length + 2 x 1350 Bend length
= 3 x 2d + 2 x 3d = 12d = 12 x 8 =0.096m
= l +hook length + bend length = 0.3+0.3+0.3+0.3 +0.144+0.096=1.44m
Hence for Main Bars = 4.6m ; Longitudinal bars = 1.44m
Total Length of Bars:
Total length of Main bars = No. of Main bars x length of one bar
= 4 x 4.6 = 18.4m
Total length of Longitudinal bars=No. of longitudinal bars x length of one bar
Weight of steel bar:
Weight of steel bar for 1m = 1m x D2/162
Total weight of Main bars = 18.4 x 162/162 = 29Kgs
Total weight of longitudinal bars = 43.2 x 82/162 =17Kgs
Total weight of steel bar required to do BBS of above column = 46Kgs
- The bars used in building should be grouped together for each structural unit and listed seperately for each floor.
- Bars are listed in numerical order.
- To identify the bar in the bundle of bars, each bar is uniquely labelled with reference details (Length of the bar, size of the bar, Shape of the bar)
- The type of bar and shape of the bar should be in accordance with B8666.
- It is essential that the bar mark reference on the label attached to a bundle of bars refers uniquely to a particular group or set of bars of defined length, size, shape and type used on the job.
- The cutting length and bending length calculations are separately calculated and not included in the detailed list. Like I have listed the Bar Bending details in a table and calculations are done separately.
Bar Bending Schedule Calculator:
STAY TUNED MANY MORE ARE YET TO COME SOON!
For Instant updates Join our Whatsapp Broadcast. Save our Whatsapp contact +919700078271 as CivilRead and Send us a message “JOIN”
Never Miss an update Click on “Allow us” or Red notification bell at bottom right corner and allow notification. Stay tuned! More are updated Soon!!.
Civil Read Wishes you ALL the BEST..