Lifting System for Flat Anchors
| Category | Reference | MWL* | A | B | C1 | D | ØF1 | ØF2 | L |
|---|---|---|---|---|---|---|---|---|---|
| 2T5 | 7003014200 | 1T4 | 20 | 14 | 55 | 6 | 15 | 15 | 200 |
| 2T5 | 7003025230 | 2T5 | 20 | 14 | 55 | 10 | 15 | 15 | 230 |
| 5T | 7003040270 | 4T | 22 | 18 | 70 | 12 | 18 | 20 | 270 |
| 5T | 7003050290 | 5T | 22 | 18 | 70 | 15 | 18 | 20 | 290 |
| 10T | 7003075320 | 7T5 | 31 | 26 | 95 | 15 | 25 | 25 | 320 |
| 10T | 7003100390 | 10T | 31 | 26 | 95 | 20 | 25 | 25 | 390 |
*MWL : maximum working load
Ribbed reinforcing steel Fe500 must be put into the notch of the tilt up anchor to avoid the split of the concrete at the time of the tilt up. The table below indicates the diameter (mm) and the total length (mm) of the ribbed reinforcing steel to use according to the concrete strength fc.
| Concrete strength fc | Category 2T5 | Category 5T | Category 10T | |||
|---|---|---|---|---|---|---|
| 1T4 | 2T5 | 4T | 5T | 7T5 | 10T | |
| 15 MPa | Ø10 | Ø12 | Ø14 | Ø16 | Ø20 | Ø20 |
| 15 MPa | 700 | 800 | 950 | 1000 | 1200 | 1500 |
| 15 MPa | Ø10 | Ø12 | Ø16 | Ø16 | Ø20 | Ø25 |
| 15 MPa | 560 | 640 | 760 | 800 | 960 | 1200 |
| 15 MPa | Ø10 | Ø12 | Ø16 | Ø16 | Ø20 | Ø25 |
| 15 MPa | 455 | 520 | 620 | 650 | 780 | 975 |
Installation sketch of the reinforcement:
The bending radius of the reinforcement must respect the rules of the BAEL 91.
