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9.等边角钢理论重量表 角钢号数 尺寸(毫米) 理论重量(公斤/米)
b d
3 # 30 3 1.373
4 1.786
3.6# 36 3 1.656
4 2.163
5 2.654
4 # 40 3 1.852
4 2.422
5 2.976
4.5 # 45 3 2.088
4 2.736
5 3.369
6 3.985
5 # 50 3 2.332
4 3.059
5 3.77
6 4.465
5.6# 56 3 2.624
4 3.446
5 4.251
8 6.568
6# 60 5 4.57
6 5.42
8 7.09
6.3 # 63 4 3.907
5 4.822
6 5.721
8 7.469
10 9.151
6.5# 65 6 5.93
8 7.75
7# 70 4 4.372
5 5.397
6 6.406
7 7.398
8 8.373
7.5# 75 5 5.818
6 6.905
7 7.976
8 9.03
10 11.089
8# 80 5 6.211
6 7.376
7 8.525
8 9.658
10 11.874
9# 90 6 8.35
7 9.656
8 10.946
10 13.476
12 15.94
10 # 100 6 9.366
7 10.83
8 12.276
10 15.12
12 17.898
14 20.611
16 23.257
11# 110 7 11.928
8 13.532
10 16.69
12 19.782
14 22.809
12# 120 10 18.3
12 21.7
14 25.1
16 28.4
12.5# 125 8 15.504
10 19.133
12 22.696
14 26.193
14# 140 10 21.488
12 25.522
14 29.49
16 33.393
15# 150 8 18.761
9 20.935
10 23.109
12 27.457
14 31.739
16 35.96
16# 160 10 24.729
12 29.391
14 33.987
16 38.518
18# 180 12 33.159
14 38.383
16 43.542
18 48.634
20# 200 14 42.894
16 48.68
18 54.401
20 60.056
24 71.168
编辑本段10、热轧不等边角钢尺寸、理论重量表
| 型号 |
尺寸（mm） |
理论重量（kg/m） |
| 长边宽 |
短边宽 |
边厚 |
| 2.5/16 |
25 |
16 |
3 |
0.912 |
| 25 |
16 |
4 |
1.176 |
| 3.2/2 |
32 |
20 |
3 |
1.171 |
| 32 |
20 |
4 |
1.522 |
| 4/2.5 |
40 |
25 |
3 |
1.484 |
| 40 |
25 |
4 |
1.936 |
| 4.5/2.8 |
45 |
28 |
3 |
1.687 |
| 45 |
28 |
4 |
2.203 |
| 5/3.2 |
50 |
32 |
3 |
1.908 |
| 50 |
32 |
4 |
2.494 |
| 5.6/3.6 |
56 |
36 |
3 |
2.153 |
| 56 |
36 |
4 |
2.818 |
| 56 |
36 |
5 |
3.466 |
| 6.3/4 |
63 |
40 |
4 |
3.185 |
| 63 |
40 |
5 |
3.920 |
| 63 |
40 |
6 |
4.638 |
| 63 |
40 |
7 |
5.339 |
| 7/4.5 |
70 |
45 |
4 |
3.570 |
| 70 |
45 |
5 |
4.403 |
| 70 |
45 |
6 |
5.218 |
| 70 |
45 |
7 |
6.011 |
| 7.5/5 |
75 |
50 |
5 |
4.808 |
| 75 |
50 |
6 |
5.699 |
| 75 |
50 |
8 |
7.431 |
| 75 |
50 |
10 |
9.098 |
| 8/5 |
80 |
50 |
5 |
5.005 |
| 80 |
50 |
6 |
5.935 |
| 80 |
50 |
7 |
6.848 |
| 80 |
50 |
8 |
7.745 |
| 9/5.6 |
90 |
56 |
5 |
5.661 |
| 90 |
56 |
6 |
6.717 |
| 90 |
56 |
7 |
7.756 |
| 90 |
56 |
8 |
8.779 |
| 10/6.3 |
100 |
63 |
6 |
7.550 |
| 100 |
63 |
7 |
8.722 |
| 100 |
63 |
8 |
9.878 |
| 100 |
63 |
10 |
12.142 |
| 10/8 |
100 |
80 |
6 |
8.350 |
| 100 |
80 |
7 |
9.656 |
| 100 |
80 |
8 |
10.946 |
| 100 |
80 |
10 |
13.476 |
| 11/7 |
110 |
70 |
6 |
8.350 |
| 110 |
70 |
7 |
9.656 |
| 110 |
70 |
8 |
10.946 |
| 110 |
70 |
10 |
13.476 |
| 12.5/8 |
125 |
80 |
7 |
11.066 |
| 125 |
80 |
8 |
12.511 |
| 125 |
80 |
10 |
15.474 |
| 125 |
80 |
12 |
18.330 |
| 14/9 |
140 |
90 |
8 |
14.160 |
| 140 |
90 |
10 |
17.475 |
| 140 |
90 |
12 |
20.724 |
| 140 |
90 |
14 |
23.908 |
| 16/10 |
160 |
100 |
10 |
19.872 |
| 160 |
100 |
12 |
23.592 |
| 160 |
100 |
14 |
27.247 |
| 160 |
100 |
16 |
30.835 |
| 18/11 |
180 |
110 |
10 |
22.273 |
| 180 |
110 |
12 |
26.464 |
| 180 |
110 |
14 |
30.589 |
| 180 |
110 |
16 |
34.649 |
| 20/12.5 |
200 |
125 |
12 |
29.761 |
| 200 |
125 |
14 |
34.436 |
| 200 |
125 |
16 |
39.045 |
| 200 |
125 |
18 |
43.588 |
| 不等边角钢理重计算：W(kg/m)=0.00785*边厚*（长边宽+短边宽-边厚） |
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