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钢板每平方米理论计算重量表<\/span><\/td><\/tr>

厚度mm<\/P><\/TD>	单位公斤<\/P><\/TD>	厚度mm<\/P><\/TD>	单位公斤<\/P><\/TD><\/TR>
0.2<\/P><\/TD>	1.57<\/P><\/TD>	16<\/P><\/TD>	125.6<\/P><\/TD><\/TR>
0.3<\/P><\/TD>	2.355<\/P><\/TD>	18<\/P><\/TD>	141.3<\/P><\/TD><\/TR>
0.4<\/P><\/TD>	3.14<\/P><\/TD>	20<\/P><\/TD>	157<\/P><\/TD><\/TR>
0.5<\/P><\/TD>	3.925<\/P><\/TD>	25<\/P><\/TD>	196.3<\/P><\/TD><\/TR>
0.6<\/P><\/TD>	4.7<\/P><\/TD>	30<\/P><\/TD>	235.5<\/P><\/TD><\/TR>
0.7<\/P><\/TD>	5.495<\/P><\/TD>	40<\/P><\/TD>	314<\/P><\/TD><\/TR>
0.8<\/P><\/TD>	6.28<\/P><\/TD>	50<\/P><\/TD>	392.5<\/P><\/TD><\/TR>
1<\/P><\/TD>	7.85<\/P><\/TD>	60<\/P><\/TD>	471<\/P><\/TD><\/TR>
1.5<\/P><\/TD>	11.78<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
2<\/P><\/TD>	15.7<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
2.5<\/P><\/TD>	19.63<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
3<\/P><\/TD>	23.55<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
4<\/P><\/TD>	31.4<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
5<\/P><\/TD>	39.25<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
6<\/P><\/TD>	47.1<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
8<\/P><\/TD>	62.8<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
10<\/P><\/TD>	78.5<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR>
12<\/P><\/TD>	94.2<\/P><\/TD>	<\/P><\/TD>	<\/P><\/TD><\/TR><\/TBODY><\/TABLE><\/td><\/tr>
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