Professional Templates for Reinforcement Detailing
Published by Er Kuljit Singh | Arsh Avtar Associates
Example BBS for isolated footing reinforcement with both top and bottom reinforcement options.
| BAR BENDING SCHEDULE - FOUNDATION | ||||||||||||||||||
|
Bill No: BL-2023-087
Dated: 15-Nov-2023
Mark: F1
|
||||||||||||||||||
| 1 S.No |
2 Description |
3 Dia (mm) |
4 Sets |
5 No of Bars |
Length Components (m) | 13 Total Length (m) |
Weight (kg) | |||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 6 L1 |
7 L2 |
8 L3 |
9 L4 |
10 L5 |
11 L6 |
12 L7 |
14 8mm |
15 10mm |
16 12mm |
17 16mm |
18 20mm |
19 25mm |
||||||
| 1 | Bottom bars X-dir @150c/c | 12 | 1 | 14 | 2.00 | 0.12 | 0.12 | 0.00 | 0.00 | 0.00 | 0.00 | 31.36 | 27.848 | |||||
| 2 | Bottom bars Y-dir @150c/c | 12 | 1 | 14 | 2.00 | 0.12 | 0.12 | 0.00 | 0.00 | 0.00 | 0.00 | 31.36 | 27.848 | |||||
| 3 | Top bars X-dir @200c/c | 10 | 1 | 11 | 2.00 | 0.10 | 0.10 | 0.00 | 0.00 | 0.00 | 0.00 | 24.20 | 14.931 | |||||
| 4 | Top bars Y-dir @200c/c | 10 | 1 | 11 | 2.00 | 0.10 | 0.10 | 0.00 | 0.00 | 0.00 | 0.00 | 24.20 | 14.931 | |||||
| Total Weight: | 0.000 | 29.862 | 55.696 | 0.000 | 0.000 | 0.000 | ||||||||||||