冷拉六角钢丝单位重量表( 计算公式:冷拉六角钢丝W=6.8d2 ) |
对边距离d(mm) |
截面面积(mm2) |
理论重量(kg/1000m) |
对边距离d(mm) |
截面面积(mm2) |
理论重量(kg/1000m) |
1.6 |
2.2170 |
17.40 |
4.0 |
13.8560 |
108.77 |
1.8 |
2.8058 |
22.03 |
4.5 |
17.5365 |
137.66 |
2.0 |
3.4640 |
27.20 |
5.0 |
21.6500 |
169.95 |
2.2 |
4.1914 |
32.90 |
5.5 |
26.1965 |
205.64 |
2.5 |
5.4125 |
42.49 |
6.0 |
31.1760 |
244.73 |
2.8 |
6.7894 |
53.30 |
6.3 |
34.3715 |
269.82 |
3.0 |
7.7940 |
61.18 |
7.0 |
42.4340 |
333.11 |
3.2 |
8.8678 |
69.61 |
8.0 |
55.4240 |
435.08 |
3.5 |
10.6085 |
83.28 |
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