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Working Load Limits for slings using core rope of classes 6X19 and 6X37 |
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One leg sling |
Two leg sling |
Three & Four leg sling |
Endless sling |
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Angle to the vertical |
0º |
0º to 45º |
over 45º to 60º |
0º to 45º |
to 60ºover 45º |
0º |
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Direct |
Direct |
Direct |
Direct |
Direct |
Direct |
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Nominal Rope Dia(mm) |
Working Load Limits (Tonnes) |
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8 |
0.750 |
1.05 |
0.750 |
1.55 |
1.10 |
1.20 |
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9 |
0.950 |
1.30 |
0.950 |
2.00 |
1.40 |
1.50 |
|
10 |
1.15 |
1.60 |
1.15 |
2.40 |
1.70 |
1.85 |
|
11 |
1.40 |
2.00 |
1.40 |
3.00 |
2.12 |
2.25 |
|
12 |
1.70 |
2.30 |
1.70 |
3.55 |
2.50 |
2.70 |
|
13 |
2.00 |
2.80 |
2.00 |
4.15 |
3.00 |
3.15 |
|
14 |
2.25 |
3.15 |
2.25 |
4.80 |
3.40 |
3.70 |
|
16 |
3.00 |
4.20 |
3.00 |
6.30 |
4.50 |
4.80 |
|
18 |
3.70 |
5.20 |
3.70 |
7.80 |
5.65 |
6.00 |
|
20 |
4.60 |
6.50 |
4.60 |
9.80 |
6.90 |
7.35 |
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22 |
5.65 |
7.80 |
5.65 |
11.8 |
8.40 |
9.00 |
|
24 |
6.70 |
9.40 |
6.70 |
14.0 |
10.0 |
10.6 |
|
26 |
7.80 |
11.0 |
7.80 |
16.5 |
11.5 |
12.5 |
|
28 |
9.00 |
12.5 |
9.00 |
19.0 |
13.5 |
14.5 |
|
32 |
11.8 |
16.5 |
11.8 |
25.0 |
17.5 |
19.0 |
|
36 |
15.0 |
21.0 |
15.0 |
31.5 |
22.5 |
23.5 |
|
40 |
18.5 |
26.0 |
18.5 |
39.0 |
28.0 |
30.0 |
|
44 |
22.5 |
31.5 |
22.5 |
47.0 |
33.5 |
36.0 |
|
48 |
26.0 |
37.0 |
26.0 |
55.0 |
40.0 |
42.0 |
|
52 |
31.5 |
44.0 |
31.5 |
66.0 |
47.0 |
50.0 |
|
56 |
36.0 |
50.0 |
36.0 |
76.0 |
54.0 |
58.0 |
|
60 |
42.0 |
58.0 |
42.0 |
88.0 |
63.0 |
67.0 |
|
64 |
50.0 |
70.0 |
50.0 |
105.0 |
75.0 |
80.0 |
|
71 |
60.0 |
84.0 |
60.0 |
126.0 |
90.0 |
96.0 |
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Leg Factor (KL) |
1 |
1.4 |
1 |
2.1 |
1.5 |
1.6 |
All dimensions are approximate
These tables are compiled in compliance with EN 13414-1-2003. Uniform Load Method calculation is used entirely.
STEEL WIRE ROPE WITH G80 & G100 FITTINGS
