等边角钢理论重量表
2010-04-10 14:44:03 阅读7 评论0 字号：大中小
| 等边角钢理论重量表 | |||
| 角钢号数 | 边厚 | 截面面积 | 理论重量 |
| （MM） | （CM2） | （KG/M） | |
| 2 | 3 | 1.132 | 0.889 |
| 4 | 1.459 | 1.145 | |
| 2.5 | 3 | 1.432 | 1.124 |
| 4 | 1.859 | 1.459 | |
| 3 | 3 | 1.749 | 1.373 |
| 4 | 2.276 | 1.786 | |
| 5 | 2.78 | 2.18 | |
| 3.5 | 4 | 2.67 | 2.1 |
| 5 | 3.28 | 2.57 | |
| 3.6 | 3 | 2.109 | 1.656 |
| 4 | 2.756 | 2.163 | |
| 5 | 3.382 | 2.654 | |
| 6.5 | 6 | 7.55 | 5.93 |
| 8 | 9.87 | 7.75 | |
| 10 | 12.1 | 9.51 | |
| 7 | 4 | 5.57 | 4.372 |
| 5 | 6.875 | 5.397 | |
| 6 | 8.16 | 6.406 | |
| 7 | 9.424 | 7.398 | |
| 8 | 10.667 | 8.373 | |
| 7.5 | 5 | 7.367 | 5.818 |
| 6 | 8.797 | 6.905 | |
| 7 | 10.16 | 7.976 | |
| 8 | 11.503 | 9.03 | |
| 10 | 14.126 | 11.089 | |
| 12.5 | 12 | 28.912 | 22.696 |
| 14 | 33.367 | 26.193 | |
| 13 | 10 | 25.3 | 19.8 |
| 12 | 30 | 23.6 | |
| 14 | 34.7 | 27.3 | |
| 16 | 39.3 | 30.9 | |
| 14 | 10 | 27.373 | 21.488 |
| 12 | 32.512 | 25.522 | |
| 14 | 37.567 | 29.49 | |
| 16 | 42.539 | 33.393 | |
| 15 | 12 | 34.9 | 27.4 |
| 14 | 40.4 | 31.7 | |
| 4 | 3 | 2.359 | 1.852 |
| 4 | 3.086 | 2.422 | |
| 5 | 3.791 | 2.976 | |
| 6 | 4.48 | 3.52 | |
| 4.5 | 3 | 2.659 | 2.088 |
| 4 | 3.486 | 2.736 | |
| 5 | 4.292 | 3.369 | |
| 6 | 5.076 | 3.985 | |
| 5 | 3 | 2.971 | 2.332 |
| 4 | 3.897 | 3.059 | |
| 5 | 4.803 | 3.77 | |
| 6 | 5.688 | 4.465 | |
| 7.5 | 12 | 16.7 | 13.1 |
| 8 | 5 | 7.912 | 6.211 |
| 6 | 9.397 | 7.376 | |
| 7 | 10.86 | 8.525 | |
| 8 | 12.303 | 9.658 | |
| 10 | 15.126 | 11.874 | |
| 9 | 6 | 10.637 | 8.35 |
| 7 | 12.301 | 9.656 | |
| 8 | 13.944 | 10.946 | |
| 10 | 17.167 | 13.476 | |
| 12 | 20.306 | 15.94 | |
| 14 | 23.4 | 18.4 | |
| 10 | 6 | 11.932 | 9.366 |
| 15 | 16 | 45.8 | 36 |
| 18 | 51.1 | 40.1 | |
| 20 | 56.4 | 44.3 | |
| 16 | 10 | 31.502 | 24.729 |
| 12 | 37.441 | 29.391 | |
| 14 | 43.206 | 33.987 | |
| 16 | 49.067 | 38.518 | |
| 18 | 12 | 42.241 | 33.159 |
| 14 | 48.896 | 38.383 | |
| 16 | 55.467 | 43.542 | |
| 18 | 61.055 | 48.634 |
| 5.6 | 3 | 3.343 | 2.624 |
| 4 | 4.39 | 3.446 | |
| 5 | 5.415 | 4.251 | |
| 8 | 8.367 | 6.568 | |
| 6 | 5 | 5.82 | 4.57 |
| 6 | 6.91 | 5.42 | |
| 8 | 9.03 | 7.09 | |
| 6.3 | 4 | 4.978 | 3.907 |
| 5 | 6.143 | 4.822 | |
| 6 | 7.288 | 5.721 | |
| 8 | 9.515 | 7.469 | |
| 10 | 11.657 | 9.151 | |
| 10 | 7 | 13.796 | 10.83 |
| 8 | 15.638 | 12.276 | |
| 10 | 19.261 | 15.12 | |
| 12 | 22.8 | 17.898 | |
| 14 | 26.256 | 20.611 | |
| 16 | 29.627 | 23.257 | |
| 11 | 7 | 15.196 | 11.928 |
| 8 | 17.238 | 13.535 | |
| 10 | 21.261 | 16.69 | |
| 12 | 25.2 | 19.782 | |
| 14 | 29.056 | 22.809 | |
| 12.5 | 8 | 19.75 | 15.504 |
| 10 | 24.373 | 19.133 | |
| 20 | 14 | 54.642 | 42.894 |
| 16 | 62.013 | 48.68 | |
| 18 | 69.301 | 54.401 | |
| 20 | 76.505 | 60.056 | |
| 24 | 90.661 | 71.168 | |
| 30 | 111.5 | 87.56 | |
| 22 | 16 | 68.4 | 53.83 |
| 20 | 84.5 | 66.4 | |
| 24 | 100.4 | 79.8 | |
| 28 | 115.9 | 91 | |
| 23 | 24 | 105.3 | 82.6 |
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