# Introduction to Bar Bending Schedule [BBS]:-

“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 for atleast 10 minutes. 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.

# Bar Bending Schedule [BBS]:-

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 viewing the below table through mobile, scroll horizontally for a clear view)*

S.No. | Particulars | Result |
---|---|---|

1. | Standard Length of the Steel Bar (Bars are sold at standard Length) | 12m or 40' |

2. | Weight of Bar for length = 1m | D^{2}/162(were D = Dia of Bar) |

Ex: | If length of bar is 12m with 10mm Dia then , Weight of bar = D ^{2}/162Therefore for length 1m = 1m x D ^{2}/162= 1 x 10 ^{2}/162 = 0.61 KgsFor length 12m = 12 x 10 ^{2}/162= 7.40Kgs | 7.40Kgs |

3. | Density of Steel | 7850Kg/m^{3} |

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 θ^{0} the additional length (l_{a}) is introduced.

Where, l_{a} = l_{1} – l_{2}–(i)

Tanθ = D/l_{2} ; Sinθ = D/l_{1}

Hence l_{1} = ^{D}/_{Sinθ} and l_{2} = ^{D}/_{tanθ}

Therefore from (i) :- l_{a} = ^{D}/_{Sinθ} – ^{D}/_{tanθ}

Giving different θ values as 30^{0} , 45^{0}, 60^{0 }results different additional length l_{a} values as below.

θ^{0} | ^{D}/_{Sinθ} | ^{D}/_{tanθ} | l_{a} = – ^{D}/_{Sinθ}^{D}/_{tanθ} |

30^{0} | D/0.500 | D/0.573 | 0.27D |

45^{0} | D/0.707 | D/1.000 | 0.42D |

60^{0} | D/0.866 | D/1.732 | 0.58D |

90^{0} | D/1 | 0 | 1D |

135^{0} | D/0.707 | D/-1 | 2.42D |

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 90^{0} and two bends are bent at an angle of 135^{0}

Total bend length = 3 x 90^{0} Bend length + 2 x 135^{0} Bend length = 3 x 2d + 2 x 3d = 12d = 12 x 8 = 96mm

Learn more:How to find the cutting length of stirrups in Columns and Beams for different shapes

Below table represents the total length of bar calculation for different types of bar shapes.

*(If you are viewing the below table through mobile, scroll horizontally for a clear view)*

Bar Shapes | Total Length of Hooks | Total Bend Length | Total Length of Bar |
---|---|---|---|

Straight Bar | Two Hooks = 9d + 9d = 18d | No bend | l + 18D |

Bent Up at one End only | Two Hooks = 9d + 9d = 18d | One bend bent at an angle 45 = 0.42D | l + 18D + 0.42D |

Double Bent up Bar | Two Hooks = 9d + 9d = 18d | Two bends bent at an angle 45 ^{0} | l + 18D + 0.42D + 0.42D =l+18D+0.84D |

Overlap of bars | Two Hooks = 9d + 9d = 18d | 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) = 50d**

**The Overlap Length for tension members (beams) = 40d**

**[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

# How to Prepare 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 (3mx0.3mx0.3m) |

Bar Marking | 1. Main Bars 2. Stirrups (Longitudinal bars) |

Dia of Bar | 1. Main Bars = 16mm ; 2. Stirrups (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

Stirrups:

Hook length = 9d + 9d = 18d = 18×0.08=1.44m

Bend length =3 x 90^{0} Bend length + 2 x 135^{0} 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

=30×1.44=43.2m

**Weight of steel bar: **Weight of steel bar for 1m = 1m x D

^{2}/162

Total weight of Main bars = 18.4 x 16

^{2}/162 = 29Kgs

Total weight of longitudinal bars = 43.2 x 8

^{2}/162 =17Kgs

**Total weight of steel bar required to do BBS of above column = 46Kgs**

# Important rules while preparing Bar Bending Schedule:-

- 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.

# Use of Bar Bending Schedule:

- BBS helps to estimate the total quantity of steel required for the construction of building or structure. It helps to quote for tender the cost incurred by steel.
- Finding the cutting length and bending length in reinforcement detailing improves the quality of construction and minimize the wastage of steel, makes an economic construction
- With the help of reinforcement drawings, cutting and bending can be done at the factory and transported to the site. This increases faster construction and reduces the total construction cost.
- For site engineers, It becomes easy to verify the cutting length and bending length of the reinforcement before placing the concrete.

## Bar Bending Schedule Calculator:

**Learn how to Estimate the Quantities of Steel (Bar Bending Schedule) for different members of a structure:**

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Sirji any job vacancy for fresher’s ….And ur Blogs are very useful….Thank u

How to calculate the volume of concrete in column and foundation, beam . Please tell me sir

Regards

Nisha

Hi buddy i wrote detailed article on this you can refer here https://civilread.com/concrete-volume-calculator/

formula is L*H*B= M3

I HAVE CONFUSION REGARDING CUTTING LENGTH OF THE STIRRUPS. PLEASE ELABORATE WHETHER THE BEND LENGTH IS DEDUCTED OR NOT TO GET ACTUAL CUTTING LENGTH….LIKEWISE FOR 90 DEGREE BEND 2D, 135 DEGREE 3D AND SO ON….

cutting length differs as per angle of bend

THANK YOU BROTHER

sir I m going to start my own construction work from footing so . Can you tell me what should I know n what ever work realeted to construction work

Thank you so much brother

Sir Thank you for the information.

Sir, I want some civil engineering technical knowledge, so pls help me sir.

what is the correct lapping length in compression and tension?

Compression members 40d and 50d for tension members

Great work thanks a lot

Sorry sir I need elaboration in curtailment and detailing

Good Website for Civil Engg Knowledge keep it up.

nice blog for civil engineers.

Very Good

Sir, I want some civil engineering technical knowledge, so pls help me sir.

search ur query in search bar you can also ask our community by logging into forum.civilread.com

very useful to civil engineer sir . thanks lot sir

Sir please, calculate retaining wall that daily uses in basement of buildings.

thank you sir

A lot of thanks sir for give deep and best knowledge for biggners and self employed.

Hey, for column cutting length u have taken 50d 2 times ( ie added 50d twice ).

This we have to take for other than ground floors right ??

I mean this is applicable for above ground floors

In the example of BBS, along with the main beam, why do you call the lateral ties as longitudinal bars, it’s a bit confusing. Please clarify.

to keep it simple i ve called it as main bars and longitudinal bars please go through the methodology forget about the terms