A = D |
B |
C |
E |
Référence |
Poids
kg/m |
mm |
15 |
20 |
19 |
2 |
0-1101 |
1,270 |
13 |
25 |
40 |
2 |
0-1103 |
1,614 |
25 |
30 |
30 |
2 |
0-1107 |
1,991 |
11
13 |
35 |
24
45 |
2
2 |
0-1112
0-1114 |
1,614
2,007 |
23 |
36 |
50 |
3 |
0-1159 |
3,492 |
15 |
50 |
30 |
2,5 |
0-1134 |
2,817 |
22 |
60 |
35 |
3 |
0-1128 |
4,221 |
30 |
70 |
38 |
4 |
0-1131 |
6,647 |
|