pewag

Weldable lifting point. High-tensile eyebolts pewag profilift eta, for welding onto machine parts or vehicle bodies. Ideal for hanging of lifting and lashing parts. Due to the integrated spring, the ring will be kept in each requested position.
The instructions according to DIN EN ISO 14341 are valid for the welding. The welding may only be carried out by a welding operator with a valid qualification according to EN 287-1.
The lifting points will be packed individually and together with a user manual and welding instructions.

Permissible usage
Load capacity acc. to the inspection certificate respectively table of WLL in the mentioned directions of pull (see picture 1 and 2).

Non permissible usage
Make sure when choosing the assembly that improper load can not arise e.g. if:
• The direction of pull is obstructed
• Direction of pull is not in the foreseen area
• Loading ring rests against edges and load

  • Material: Alloy steel grade 8.
  • Marking: According to standard, WLL and the load capacity is clearly marked on the welding pad.
  • Standard: EN 1677-1
  • Safety factor: 4:1
  • Grade: 8
Picture 3
Select a row from the table below, then click the add to quote button
Part Code Code WLL
ton
a
mm
b
mm
c
mm
d
mm
e
mm
f
mm
h
mm
i
mm
Weight
kg
CAD
11.4292458 PLE/N 6 1.12 36 40 62 11 67 42 26 35 0.31
11.4295459 PLE/N 8 2 37 42 69 13 73 45 28 37 0.4
11.4295460 PLE/N 10 3.15 41 45 78 16,5 80 47 34 40 0.63
11.4295461 PLE/N 13 5.3 61 55 99 22 97 53 44 50 1.46
11.4295462 PLE/N 16 8 63 70 120 25 120 73 48 64 2.3
11.4295463 PLE/N 22 15 89 97 163 33 163 92 70 90 5.4

Download CAD

Download CAD by choosing the desired product from the table above and the format from the menu below. Click "Get CAD" and after the load reaches 100% you can click on the download icon to download it. Please note that CAD drawings are only available if the icon at the right side of the table above is colored and not grayed out.

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Method of lifting
 

drawing load capacities table 1

drawing load capacities table 2

drawing load capacities table 3

drawing load capacities table 4

drawing load capacities table 5

drawing load capacities table 6

drawing load capacities table 7

drawing load capacities table 8

drawing load capacities table 9

drawing load capacities table 10

Number of legs
 
1
1
2
2
2
2
3+4
3+4
2
3+4
Angle of inclination
 
90°
90°
0°-45°
45°-60°
0°-45°
45°-60°
asymm.
asymm.
Code
Load capacity
Load capacity
 
 
 
 
 
 
 
 
 
 
tons
tons
 
 
 
 
 
 
 
 
 
PLE/N 6
1,12
1,12
1,12
2,24
2,24
1,5
1,12
2,3
1,6
1,12
1,12
PLE/N 8
2
2
2
4
4
2,8
2
4,2
3
2
2
PLE/N 10
3,15
3,15
3,15
6,3
6,3
4,4
3,15
6,6
4,7
3,15
3,15
PLE/N 13
5,3
5,3
5,3
10,6
10,6
7,4
5,3
11,2
7,9
5,3
5,3
PLE/N 16
8
8
8
16
16
11,3
8
16,9
12
8
8
PLE/N 22
15
15
15
30
30
21
15
31,8
22,5
15
15