Chain Kuplex 8+10

All Kuplex chain meets the dimensional requirements of BS EN 818-2 and ISO 3076. It is marked Kuplex 8 or 10 at each twentieth link or 1 metre whichever is the lesser distance.

Single link samples are taken from a lot size of 200m and bent to a minimum deflection f, as specified in the table above.

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All Kuplex chain meets the dimensional requirements of BS EN 818-2 and ISO 3076. It is marked Kuplex 8 or 10 at each twentieth link or 1 metre whichever is the lesser distance.

Single link samples are taken from a lot size of 200m and bent to a minimum deflection f, as specified in the table above. Following removal of the force, the link is examined by a competent person. The link has to withstand the specified deflection for that diameter without any visible defects.
 
Tensile Test
Samples of chain as specified above, and in the finished condition, are subjected to a static tensile test and have to meet the minimum breaking force requirements as stated in the adjacent table, with a total ultimate elongation of not less than 20%.
 
Parsons Chain Routine Component Sampling
All Kuplex components are routinely verified with tensile and fatigue testing. This is a Parsons Chain company internal specification, above and beyond any current National or International Standards requirement.

  • Grade: 10

Test Requirements and Working Load Limits - Kuplex Grade 8 Chain and Components 

Size
Breaking force min
Manufacturing proof force
Working load limit
Mean stress at breaking force N/mm2 Factor 4
Mean stress at proof force N/mm2 Factor 2.5
Mean stress at WLL Factor 1
mm
kN
kN
Tonnes
 
 
 
7
61,6
38,5
1,5
800
500
200
7
61.6
38.5
1.5
 
 
 
8
80,6
50,3
2
 
 
 
10
126
78.5
3.15
 
 
 
13
214
133
5.3
 
 
 
16
322
201
8
 
 
 
19
454
284
11.2
 
 
 
23
666
415
16
 
 
 
26
850
531
21.2
 
 
 
32
1,290
804
31.5
 
 
 

 

Test Requirements and Working Load Limits - Kuplex Grade 10 Chain and Components  

Size
Breaking force min.
Manufacturing proof force
Working load limit
Mean stress at breaking force N/mm2 Factor 4
Mean stress at proof force N/mm2 Factor 2.5
Mean stress at WLL Factor 1
mm
kN
kN
Tonnes
 
 
 
7
77
49
2
1000
625
250
10
158
98
4
 
 
 
13
266
166
6.7
 
 
 
16
402
251
10
 
 
 
19
567
354
14
 
 
 
23
831
519
21
 
 
 
26
1,062
664
27
 
 
 
32
1,609
1,005
40