Introduction to Bar Bending Schedule (BBS)
A Bar Bending Schedule (BBS) is an essential document in civil engineering construction that provides details of reinforcement bars used in reinforced concrete structures. It specifies the type, size, length, and bending details of rebars to ensure accuracy in construction and proper estimation of materials.
What is Bar Bending Schedule?
Bar Bending Schedule is a tabular representation of reinforcement bars required for a structural element. It includes:
- Bar mark
- Bar size (diameter)
- Bar shape
- Length of each bar
- Total number of bars
- Total weight of bars
Purpose of BBS
The primary objectives of using a Bar Bending Schedule are:
- Accurate estimation of reinforcement quantity
- Minimizing wastage of material
- Ensuring proper placement of bars
- Facilitating communication between engineers and contractors
Components of a Typical BBS Table
A typical BBS table includes the following columns:
- Bar Mark
- Bar Diameter
- Shape Code
- Length of Each Bar
- Number of Bars
- Total Length
- Weight per Meter
- Total Weight
Example of a Bar Bending Schedule
Below is an example BBS for a beam:
Bar Mark | Diameter (mm) | Shape | Length of Each Bar (m) | Number of Bars | Total Length (m) | Weight per Meter (kg) | Total Weight (kg) |
---|---|---|---|---|---|---|---|
1 | 12 | Straight | 4.0 | 4 | 16.0 | 0.888 | 14.208 |
2 | 10 | L Shape | 2.5 | 6 | 15.0 | 0.617 | 9.255 |
Steps to Prepare a BBS
Follow these steps to prepare an accurate BBS:
- Study the structural drawings and identify reinforcement details.
- Assign bar marks to each type of bar.
- Calculate the length of each bar considering bends and hooks.
- Determine the number of bars required for each element.
- Compute the total weight using the formula:
Total Weight (kg) = Total Length (m) × Unit Weight (kg/m)
Conclusion
Bar Bending Schedule is a crucial tool for efficient reinforcement management in construction projects. By providing accurate details of bars, it helps save time, reduces waste, and ensures structural integrity.