Galvanized G100 Lifting Chains Use in Hoist
Galvanized G100 Lifting Chains Use in Hoist
Category
Application
Related Products
Chain Parameter
SCIC Grade 100 (G100) chains for lifting are made as per ASTM A973 / A973M-21 standards, with nickel chromium molybdenum manganese alloy steel per DIN 17115 standards; well designed / monitored welding & heat-treatment ensure chains mechanical properties including test force, breaking force, elongation & hardness.
Figure 1: Grade 100 chain dimensions
Table 1: Grade 100 (G100) chain dimensions
|
diameter |
pitch |
width |
unit weight |
|||
|
nominal |
tolerance |
p (mm) |
tolerance |
inner W1 |
outer W2 |
|
|
6 |
± 0.24 |
18 |
± 0.5 |
7.8 |
22.2 |
0.8 |
|
7 |
± 0.28 |
21 |
± 0.6 |
9.1 |
25.9 |
1.1 |
|
8 |
± 0.32 |
24 |
± 0.7 |
10.4 |
29.6 |
1.4 |
|
10 |
± 0.4 |
30 |
± 0.9 |
13 |
37 |
2.2 |
|
13 |
± 0.52 |
39 |
± 1.2 |
16.9 |
48.1 |
4.1 |
|
16 |
± 0.64 |
48 |
± 1.4 |
20.8 |
59.2 |
6.2 |
|
18 |
± 0.9 |
54 |
± 1.6 |
23.4 |
66.6 |
8 |
|
19 |
± 1 |
57 |
± 1.7 |
24.7 |
70.3 |
9 |
|
20 |
± 1 |
60 |
± 1.8 |
26 |
74 |
9.9 |
|
22 |
± 1.1 |
66 |
± 2.0 |
28.6 |
81.4 |
12 |
|
23 |
± 1.2 |
69 |
± 2.1 |
29.9 |
85.1 |
13.1 |
|
24 |
± 1.2 |
72 |
± 2.1 |
30 |
84 |
14.5 |
|
25 |
± 1.3 |
75 |
± 2.2 |
32.5 |
92.5 |
15.6 |
|
26 |
± 1.3 |
78 |
± 2.3 |
33.8 |
96.2 |
16.8 |
|
28 |
± 1.4 |
84 |
± 2.5 |
36.4 |
104 |
19.5 |
|
30 |
± 1.5 |
90 |
± 2.7 |
37.5 |
105 |
22.1 |
|
32 |
± 1.6 |
96 |
± 2.9 |
41.6 |
118 |
25.4 |
|
36 |
± 1.8 |
108 |
± 3.2 |
46.8 |
133 |
32.1 |
|
38 |
± 1.9 |
114 |
± 3.4 |
49.4 |
140.6 |
35.8 |
|
40 |
± 2 |
120 |
± 4.0 |
52 |
148 |
39.7 |
|
45 |
± 2.3 |
135 |
± 4.0 |
58.5 |
167 |
52.2 |
|
48 |
± 2.4 |
144 |
± 4.3 |
62.4 |
177.6 |
57.2 |
|
50 |
± 2.6 |
150 |
± 4.5 |
65 |
185 |
62 |
Table 2: Grade 100 (G100) chain mechanical properties
|
diameter |
working load limit |
manufacturing proof force |
min. breaking force |
|
6 |
1.4 |
36 |
57 |
|
7 |
1.9 |
48 |
77 |
|
8 |
2.5 |
63 |
101 |
|
10 |
4 |
98 |
157 |
|
13 |
6.7 |
166 |
265 |
|
16 |
10.3 |
251 |
402 |
|
18 |
12.5 |
318 |
509 |
|
19 |
14 |
354 |
567 |
|
20 |
16 |
393 |
628 |
|
22 |
19.4 |
475 |
760 |
|
23 |
20 |
519 |
831 |
|
24 |
23 |
566 |
905 |
|
25 |
25 |
614 |
982 |
|
26 |
26.5 |
664 |
1060 |
|
28 |
30.5 |
769 |
1230 |
|
30 |
35.5 |
884 |
1415 |
|
32 |
40.5 |
1006 |
1610 |
|
36 |
50 |
1272 |
2035 |
|
38 |
56.5 |
1420 |
2270 |
|
40 |
62.5 |
1571 |
2515 |
|
45 |
81 |
1988 |
3180 |
|
48 |
92 |
2263 |
3620 |
|
50 |
98 |
2453 |
3925 |
|
notes: total ultimate elongation at breaking force is min. 25%; |
|||
| changes of Working Load Limit in relation to temperature | |
| Temperature (°C) | WLL % |
| -40 to 200 | 100% |
| 200 to 300 | 90% |
| 300 to 400 | 75% |
| over 400 | unacceptable |
Site Inspection
Our Service
