方管、矩形管规格及理论重量参考表.pdf

理论重量表

基本斥寺惯性矩截面系数

堆面面积Fl理沦质量6

-本二让一

mmcm4em3

10150.80.2030.160|0.0074|10.023910.0297|0.0478

工0.2430.1910.008210.027010.032910.0547

50.80.2350.185|0.008810.0388|10.0354|0.0646

1上0.2830,.222|0.009910,044910.0395|0.0748

60.80.2510.197|0.013910.043810.0462|10.0730

工0.3030.238|0.015710.050910.0524|0.0849

0.80.2830,.223|0.016010.0654|0.0535|0.0935

6上0.3430.2690.0182|10.0767|10.0608|0.110

1.50.4710.37010.0215|10.0973|10.0715|0.139

0.80.2990.235|0.0233|10.0724|10.0665|0.104

14了工0.3630.285|0.0268|0.085210.0765|0.122

1.50.5010.39410.0324|0.109|0.0927|0.156

0.80.3470.273|0.0545|0.0934|0.109|0.133

10工0.4230.332|0.0640|0.111|10.128|0.158

1.5站.5910.4640.0818|0.144|0.164|0.206

20.7310.574|0.0925|0.167|0.185|0.238

0.80.2990.2350.017110.0784|0.0571|0.105

1516工0.3630.285|0.0195|0.092210.0651|0.123

1.50.5010.394|0.0230|0.118|0.0768|0.157

20.6110,.480|10.0240|0.133|0.0799|0.177

基本尺寸惯性和和鹤面系数

虐面面积F|理论质量G

内|S了了|下

向kg

于32

0.80.2030.160.0074|0.0239|0.0297|0.0478

|10.2430.191.0082|0.0270|0.0329|0.0547

0.80.2350.185.0088|0.0388|0.0354|0.0646

10.2830.222.0099|0.0449|0.0395|0.0748

0.80.2510.197.0139|0.0438|0.0462|0.0730

“10.3030.238.0157|0.0509|0.0524|0.0849

0.80.2830.223.0160|0.0654|0.0535|0..0935

6|10.3430.269.0182|0.0767|0.0608|0110

1.50.4710.370.0215|0.0973|0.0715|0.139

0.80.2990.235.0233|0.0724|0.0