熱軋等邊角鋼理論重量表
2014-09-30 22:39:24 點(diǎn)擊：
|
角鋼號(hào)數(shù) |
角鋼尺寸（單位：mm） |
截面面積 |
角鋼表面積 |
|||
|
b |
d |
r |
（厘米2） |
（公斤/米） |
（米2/米） |
|
|
2 |
20 |
3 |
3.5 |
1.132 |
0.889 |
0.078 |
|
4 |
1.459 |
1.145 |
0.077 |
|||
|
2.5 |
25 |
3 |
3.5 |
1.432 |
1.124 |
0.098 |
|
4 |
1.859 |
1.459 |
0.097 |
|||
|
3 |
30 |
3 |
4.5 |
1.749 |
1.373 |
0.117 |
|
4 |
2.276 |
1.786 |
0.117 |
|||
|
3.6 |
36 |
3 |
4.5 |
2.109 |
1.656 |
0.141 |
|
4 |
2.756 |
2.163 |
0.141 |
|||
|
5 |
3.382 |
2.654 |
0.141 |
|||
|
4 |
40 |
3 |
5 |
2.359 |
1.852 |
0.157 |
|
4 |
3.086 |
2.422 |
0.157 |
|||
|
5 |
3.791 |
2.976 |
0.156 |
|||
|
4.5 |
45 |
3 |
5 |
2.659 |
2.088 |
0.177 |
|
4 |
3.486 |
2.736 |
0.177 |
|||
|
5 |
4.292 |
0.369 |
0.176 |
|||
|
6 |
5.076 |
3.985 |
0.176 |
|||
|
5 |
50 |
3 |
5.5 |
2.971 |
2.332 |
0.197 |
|
4 |
3.897 |
3.059 |
0.197 |
|||
|
5 |
50 |
5 |
5.5 |
4.803 |
3.77 |
0.196 |
|
6 |
5.688 |
4.465 |
0.196 |
|||
|
5.6 |
56 |
3 |
6 |
3.343 |
2.624 |
0.221 |
|
4 |
4.39 |
3.446 |
0.22 |
|||
|
5 |
5.415 |
4.251 |
0.22 |
|||
|
8 |
8.367 |
6.568 |
0.219 |
|||
|
6.3 |
63 |
4 |
7 |
4.978 |
3.907 |
0.248 |
|
5 |
6.143 |
4.822 |
0.248 |
|||
|
6 |
7.288 |
5.721 |
0.247 |
|||
|
8 |
9.515 |
7.469 |
0.247 |
|||
|
10 |
11.657 |
9.151 |
0.246 |
|||
|
7 |
70 |
4 |
8 |
5.57 |
4.372 |
0.275 |
|
5 |
6.875 |
5.397 |
0.275 |
|||
|
6 |
8.16 |
6.406 |
0.275 |
|||
|
7 |
9.424 |
7.398 |
0.275 |
|||
|
8 |
10.667 |
8.373 |
0.274 |
|||
|
7.5 |
75 |
5 |
9 |
7.367 |
5.818 |
0.295 |
|
6 |
8.797 |
6.905 |
0.294 |
|||
|
7 |
10.16 |
7.976 |
0.294 |
|||
|
8 |
11.503 |
9.03 |
0.294 |
|||
|
10 |
14.126 |
11.089 |
0.293 |
|||
|
8 |
80 |
5 |
9 |
7.912 |
6.211 |
0.315 |
|
6 |
9.397 |
7.376 |
0.314 |
|||
|
7 |
10.86 |
8.525 |
0.314 |
|||
|
8 |
12.303 |
9.658 |
0.314 |
|||
|
10 |
15.126 |
11.874 |
0.313 |
|||
|
9 |
90 |
6 |
10 |
10.637 |
8.35 |
0.354 |
|
7 |
12.301 |
9.656 |
0.354 |
|||
|
8 |
13.944 |
10.946 |
0.353 |
|||
|
10 |
17.167 |
13.476 |
0.353 |
|||
|
12 |
20.306 |
15.94 |
0.352 |
|||
|
10 |
100 |
6 |
12 |
11.932 |
9.366 |
0.393 |
|
7 |
13.796 |
10.83 |
0.393 |
|||
|
8 |
15.638 |
12.276 |
0.393 |
|||
|
10 |
19.261 |
15.12 |
0.392 |
|||
|
12 |
12 |
22.8 |
17.898 |
0.391 |
||
|
14 |
26.256 |
20.611 |
0.391 |
|||
|
16 |
29.627 |
23.257 |
0.39 |
|||
|
11 |
110 |
7 |
12 |
15.196 |
11.928 |
0.433 |
|
8 |
17.238 |
13.532 |
0.433 |
|||
|
10 |
21.261 |
16.69 |
0.432 |
|||
|
12 |
25.2 |
19.782 |
0.431 |
|||
|
14 |
29.056 |
22.809 |
0.431 |
|||
|
12.5 |
125 |
8 |
14 |
11.932 |
15.504 |
0.492 |
|
10 |
13.796 |
19.133 |
0.491 |
|||
|
12 |
15.638 |
22.696 |
0.491 |
|||
|
14 |
19.261 |
26.193 |
0.49 |
|||
|
14 |
140 |
10 |
14 |
27.373 |
21.488 |
0.551 |
|
12 |
32.512 |
25.522 |
0.551 |
|||
|
14 |
37.567 |
29.49 |
0.55 |
|||
|
16 |
42.539 |
33.393 |
0.549 |
|||
|
16 |
160 |
10 |
16 |
31.502 |
24.729 |
0.63 |
|
12 |
37.441 |
29.391 |
0.63 |
|||
|
14 |
43.296 |
33.987 |
0.629 |
|||
|
16 |
49.067 |
38.518 |
0.629 |
|||
|
18 |
180 |
12 |
16 |
42.241 |
33.159 |
0.71 |
|
14 |
48.896 |
38.383 |
0.709 |
|||
|
16 |
55.467 |
43.542 |
0.709 |
|||
|
18 |
61.955 |
48.634 |
0.708 |
|||
|
20 |
200 |
14 |
18 |
54.642 |
42.894 |
0.788 |
|
16 |
62.013 |
48.68 |
0.788 |
|||
|
18 |
69.301 |
54.401 |
0.787 |
|||
|
20 |
76.505 |
60.056 |
0.787 |
|||
|
24 |
90.661 |
71.168 |
0.785 |
|||
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