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| 鋼管理論重量表 |
| 雙擊自動滾屏 |
發布者：管理員 發布時間：2010/1/21 閱讀：2870次 【字體：大 中 小】 |
| 單位：Ｋg/m |
| 壁厚 外徑 |
3 |
3.5 |
4 |
4.5 |
5 |
5.5 |
6 |
| 32 |
2.146 |
2.460 |
2.762 |
3.052 |
3.329 |
3.594 |
3.847 |
| 38 |
2.589 |
2.978 |
3.354 |
3.718 |
4.069 |
4.408 |
4.735 |
| 42 |
2.885 |
3.323 |
3.749 |
4.162 |
4.562 |
4.951 |
5.327 |
| 45 |
3.107 |
3.582 |
4.044 |
4.495 |
4.932 |
5.358 |
5.771 |
| 50 |
3.477 |
4.014 |
4.538 |
5.049 |
5.549 |
6.036 |
6.511 |
| 54 |
3.773 |
4.359 |
4.932 |
5.493 |
6.042 |
6.578 |
7.103 |
| 57 |
3.995 |
4.618 |
5.228 |
5.826 |
6.412 |
6.985 |
7.546 |
| 60 |
4.217 |
4.877 |
5.524 |
6.159 |
6.782 |
7.392 |
7.990 |
| 63.5 |
4.476 |
5.179 |
5.869 |
6.548 |
7.214 |
7.867 |
8.508 |
| 68 |
4.809 |
5.567 |
6.313 |
7.047 |
7.768 |
8.477 |
9.174 |
| 70 |
4.957 |
5.740 |
6.511 |
7.269 |
8.015 |
8.749 |
9.470 |
| 73 |
5.179 |
5.999 |
6.807 |
7.602 |
8.385 |
9.156 |
9.914 |
| 76 |
5.401 |
6.258 |
7.103 |
7.935 |
8.755 |
9.563 |
10.358 |
| 89 |
6.363 |
7.380 |
8.385 |
9.378 |
10.358 |
11.326 |
12.281 |
| 108 |
7.768 |
9.020 |
10.259 |
11.486 |
12.701 |
13.903 |
15.093 |
| 133 |
11.178 |
12.725 |
14.261 |
15.783 |
17.294 |
18.792 |
| 159 |
13.422 |
15.290 |
17.146 |
18.989 |
20.821 |
22.639 |
| 219 |
18.601 |
21.209 |
23.805 |
26.388 |
28.959 |
31.517 |
| 273 |
23.262 |
26.536 |
29.797 |
33.046 |
36.283 |
39.508 |
| 325 |
27.750 |
31.665 |
35.568 |
39.458 |
43.337 |
47.202 |
| 355 |
38.897 |
43.158 |
47.406 |
51.641 |
| 377 |
41.339 |
45.871 |
50.390 |
54.897 |
| 426 |
46.777 |
51.913 |
57.036 |
62.147 |
| 450 |
|
| 480 |
|
| 530 |
|
| 630 |
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| 單位：Ｋg/m |
| 壁厚 外徑 |
6.5 |
7 |
8 |
8.5 |
9 |
10 |
12 |
| 32 |
4.088 |
|
| 38 |
5.049 |
|
| 42 |
5.691 |
|
| 45 |
6.172 |
|
| 50 |
6.973 |
7.423 |
8.286 |
8.699 |
|
| 54 |
7.614 |
8.114 |
9.075 |
9.538 |
|
| 57 |
8.095 |
8.632 |
9.667 |
10.167 |
|
| 60 |
8.576 |
9.149 |
10.259 |
10.796 |
|
| 63.5 |
9.137 |
9.754 |
10.950 |
11.529 |
|
| 68 |
9.858 |
10.530 |
11.838 |
12.473 |
|
| 70 |
10.179 |
10.876 |
12.232 |
12.892 |
13.539 |
14.797 |
17.164 |
| 73 |
10.660 |
11.394 |
12.824 |
13.521 |
14.205 |
15.537 |
18.052 |
| 76 |
11.141 |
11.912 |
13.416 |
14.150 |
14.871 |
16.277 |
18.940 |
| 89 |
13.225 |
14.156 |
15.981 |
16.875 |
17.756 |
19.483 |
22.787 |
| 108 |
16.270 |
17.436 |
19.729 |
20.858 |
21.973 |
24.168 |
28.410 |
| 133 |
20.278 |
21.751 |
24.662 |
26.098 |
27.522 |
30.334 |
35.809 |
| 159 |
24.446 |
26.240 |
29.791 |
31.548 |
33.293 |
36.746 |
43.503 |
| 219 |
34.064 |
36.598 |
41.629 |
44.126 |
46.610 |
51.543 |
61.259 |
| 273 |
42.720 |
45.920 |
52.283 |
55.445 |
58.596 |
64.860 |
77.240 |
| 325 |
51.056 |
54.897 |
62.542 |
66.346 |
70.137 |
77.684 |
92.629 |
| 355 |
55.865 |
60.076 |
68.460 |
72.634 |
76.796 |
85.082 |
101.507 |
| 377 |
59.391 |
63.873 |
72.801 |
77.246 |
81.679 |
90.508 |
108.018 |
| 426 |
67.246 |
72.332 |
82.468 |
87.518 |
92.555 |
102.592 |
122.519 |
| 450 |
71.093 |
76.475 |
87.203 |
92.549 |
97.882 |
108.511 |
129.621 |
| 480 |
75.902 |
81.654 |
93.122 |
98.837 |
104.540 |
115.909 |
138.499 |
| 530 |
83.917 |
90.286 |
102.987 |
109.319 |
115.638 |
128.240 |
153.296 |
| 630 |
99.947 |
107.549 |
122.716 |
130.281 |
137.833 |
152.902 |
182.890 | 注：計算常用型材理論重量計算公式：
m=F×L×ρ
m—質量 Kg ；F—斷面積m2/m ；L—長度m ； ρ—密度 *Kg/m3
☆其中：F斷面積計算方法：
1、方鋼 F= a2
2、鋼管 F=3.1416×＄（D-＄） D—直徑 ＄—厚度
3、鋼板、扁鋼 F= a×＄ a—寬度
密度：
鋼材：7.85*103 kg/m3
鋁：2.5～2.95*103
銅：8.45～8.9*103
鑄鐵：6.6～7*103
尼龍：1.04～1.15*103
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