工字钢槽钢表面积计算公式

1、工字钢表面积计算公式序号型号数据a型数据b型数据c型每米表面积计算公式每米表面积每公斤表面积备注序号1140.08S=4 ,*0.08 ,+2 ,*0.14 ,=0.60.0355B10.14H2160.088S=4 ,* 0.088 ,+2 ,*0.16 ,=0.6720.032820.163180.094S=4 ,* 0.094 ,+2 ,*0.18 ,=0.7360.030530.18420a0.10.102S=4 ,*0.1 ,+2 ,*0.2 ,=0.80.0287420b0.20.2S=4 ,* 0.102 ,+2 ,*0.2 ,=0.8080.0260522a0.110.112S

2、=4 ,*0.11 ,+2 ,*0.22 ,=0.880.0267522b0.220.22S=4 ,* 0.112 ,+2 ,*0.22 ,=0.8880.0244625a0.1160.118S=4 ,* 0.116 ,+2 ,*0.25 ,=0.9640.0253625b0.250.25S=4 ,* 0.118 ,+2 ,*0.25 ,=0.9720.0231728a0.1220.124S=4 ,* 0.122 ,+2 ,*0.28 ,=1.0480.0241728b0.280.28S=4 ,* 0.124 ,+2 ,*0.28 ,=1.0560.0220832a0.130.132S=4 ,

3、*0.13 ,+2 ,*0.32 ,=1.160.0220832b0.320.32S=4 ,* 0.132 ,+2 ,*0.32 ,=1.1680.0202936a0.1360.138S=4 ,* 0.136 ,+2 ,*0.32 ,=1.1840.0198936b0.320.32S=4 ,* 0.138 ,+2 ,*0.32 ,=1.1920.018236c0.140.14 0.14 S=4 ,*0.14 ,+2 ,*0.36 ,=1.280.018036c0.360.36 0.36 S=4 ,*0.14 ,+2 ,*0.36 ,=1.280.01801040a0.1420.144S=4 ,

4、* 0.142 ,+2 ,*0.4 ,=1.3680.02021040b0.40.4S=4 ,* 0.144 ,+2 ,*0.4 ,=1.3760.018640c0.1460.146 0.146 S=4 ,* 0.146 ,+2 ,*0.4 ,=1.3840.017340c0.40.4S=4 ,* 0.146 ,+2 ,*0.4 ,=1.3840.01731145a0.150.152S=4 ,*0.15 ,+2 ,*0.45 ,=1.50.01871145b0.450.45S=4 ,* 0.152 ,+2 ,*0.45 ,=1.5080.017345c0.1540.154 0.154 S=4

5、,* 0.154 ,+2 ,*0.45 ,=1.5160.016045c0.450.45S=4 ,* 0.154 ,+2 ,*0.45 ,=1.5160.01601250a0.1580.16S=4 ,* 0.158 ,+2 ,*0.5 ,=1.6320.01741250b0.50.5S=4 ,*0.16 ,+2 ,*0.5 ,=1.640.016250c0.1620.162 0.162 S=4 ,* 0.162 ,+2 ,*0.5 ,=1.6480.015150c0.50.5S=4 ,* 0.162 ,+2 ,*0.5 ,=1.6480.01511356a0.1660.168S=4 ,* 0.

6、166 ,+2 ,*0.56 ,=1.7840.01681356b0.560.56S=4 ,* 0.168 ,+2 ,*0.56 ,=1.7920.015656c0.170.17 0.17 S=4 ,*0.17 ,+2 ,*0.56 ,=1.80.014556c0.560.56S=4 ,*0.17 ,+2 ,*0.56 ,=1.80.01451463a0.1760.178S=4 ,* 0.176 ,+2 ,*0.56 ,=1.8240.01501463b0.560.56S=4 ,* 0.178 ,+2 ,*0.56 ,=1.8320.014063c0.180.18 0.18 S=4 ,*0.1

7、8 ,+2 ,*0.56 ,=1.840.013063c0.560.56S=4 ,*0.18 ,+2 ,*0.56 ,=1.840.0130输入数据输入数据每米表面积总面积输入数据型号序号每公斤表面积总面积输入数据计算公式计算公式长度重量s=0.6 ，*10610141s=0.036，*1003.550100s=0.672 ，*3.163 2.12554 3.163162s=0.033，* 379.312.434379.3s=0.736 ，*107.3610183s=0.031，*1003.054100s=0.8 ，*13.6810.944 13.68 20a4s=0.0287，* 71.17

8、2.04171.17s=0.808 ，* 3.18 2.569443.1820bs=0.0260，*1002.598100s=0.88 ，*108.81022a5s=0.0267，*1002.667100s=0.888 ，*108.881022bs=0.0244，*1002.440100s=0.964 ，*109.641025a6s=0.0253，*1002.530100s=0.972 ，*109.721025bs=0.0231，*1002.314100s=1.048 ，*122.5 128.362 122.48 28a7s=0.0241，*111085 2682.421111085s=1.0

9、56 ，*1010.561028bs=0.0220，*1002.205100s=1.16 ，* 25.930.04425.932a8s=0.0220，*1002.201100s=1.168 ，*1011.681032bs=0.0202，*1002.024100s=1.184 ，*1011.841036a9s=0.0198，*1001.977100s=1.192 ，*1011.921036bs=0.0182，*1001.817100s=1.28 ，*1012.81036cs=0.0180，*1001.798100s=1.28 ，*1012.81036cs=0.0180，*1001.798100s

10、=1.368 ，*1013.681040a10s=0.0202，* 87.881.77887.88s=1.376 ，*1013.761040bs=0.0186，*1001.864100s=1.384 ，*1013.841040cs=0.0173，*1001.728100s=1.384 ，*1013.841040cs=0.0173，*1001.728100s=1.5 ，*10151045a11s=0.0187，*431880.5604318s=1.508 ，*1015.081045bs=0.0173，*1001.725100s=1.516 ，*1015.161045cs=0.0160，*1001

11、.604100s=1.516 ，*1015.161045cs=0.0160，*1001.604100s=1.632 ，*1016.321050a12s=0.0174，*1001.744100s=1.64 ，*1016.41050bs=0.0162，*1001.624100s=1.648 ，*1016.481050cs=0.0151，*1001.512100s=1.648 ，*1016.481050cs=0.0151，*1001.512100s=1.784 ，*1017.841056a13s=0.0168，*1001.683100s=1.792 ，*1017.921056bs=0.0156，*1

12、001.558100s=1.8 ，*10181056cs=0.0145，*1001.452100s=1.8 ，*10181056cs=0.0145，*1001.452100s=1.824 ，*1018.241063a14s=0.0150，*1001.495100s=1.832 ，*1018.321063bs=0.0140，*1001.398100s=1.84 ，*1018.41063cs=0.0130，*1259.116.4311259.1s=1.84 ，*1018.41063cs=0.0130，*1001.30510014161820a20b22a22b25a25b28a28b32a32b3

13、6a36b36c36c40a40b40c40c45a45b45c45c50a50b50c50c56a56b56c56c63a63b63c63c槽钢表面积计算公式按长度输入数据按重量输入数据序号型号数据a型数据b型数据C型每米表面积计算公式每米表面积每公斤面积备注序号按每米面积计算总面积输入数据序号按每公斤面积计算计算公式计算公式长度(米)1【14a0.0580.06S=4 ,* 0.058 ,+2 ,*0.14 ,=0.5120.03531B1s=0.512 ，*33.6917.24928 33.691s=0.03531【14b0.140.14S=4 ,*0.06 ,+2 ,*0.14 ,=0

14、.520.03114Hs=0.52 ，*63.126s=0.031142【16a0.063 0.065S=4 ,* 0.063 ,+2 ,*0.16 ,=0.5720.033262s=0.572 ，*63.43262s=0.03326【16b0.160.16S=4 ,* 0.065 ,+2 ,*0.16 ,=0.580.02944s=0.58 ，*63.486s=0.029443【18a0.0680.07S=4 ,* 0.068 ,+2 ,*0.18 ,=0.6320.031293s=0.632 ，*63.79263s=0.03129【18b0.180.18S=4 ,*0.07 ,+2 ,*0

15、.18 ,=0.640.02783s=0.64 ，*63.846s=0.027834【20a0.073 0.075S=4 ,* 0.073 ,+2 ,*0.2 ,=0.6920.030624s=0.692 ，* 3.18 2.200563.184s=0.03062【20b0.20.2S=4 ,* 0.075 ,+2 ,*0.2 ,=0.70.02713s=0.7 ，*64.26s=0.027135【22a0.077 0.079S=4 ,* 0.077 ,+2 ,*0.22 ,=0.7480.029925s=0.748 ，*64.48865s=0.02992【22b0.220.22S=4 ,*

16、0.079 ,+2 ,*0.22 ,=0.7560.02662s=0.756 ，*64.5366s=0.026626【25a0.0780.08S=4 ,* 0.078 ,+2 ,*0.25 ,=0.8120.029536s=0.812 ，*64.87266s=0.02953【25b0.250.25S=4 ,*0.08 ,+2 ,*0.25 ,=0.820.02611s=0.82 ，*64.926s=0.02611【25c0.082 0.08282 S=4 ,* 0.082 ,+2 ,*0.25 ,=0.8280.02346s=0.828 ，*64.9686s=0.02346【25c0.250.

17、25S=4 ,* 0.082 ,+2 ,*0.25 ,=0.8280.02346s=0.828 ，*64.9686s=0.023467【28a0.082 0.084S=4 ,* 0.082 ,+2 ,*0.28 ,=0.8880.028287s=0.888 ，*65.32867s=0.02828【28b0.280.28S=4 ,* 0.084 ,+2 ,*0.28 ,=0.8960.02503s=0.896 ，*65.3766s=0.02503【28c0.086 0.08686 S=4 ,* 0.086 ,+2 ,*0.28 ,=0.9040.02249s=0.904 ，*65.4246s=0

18、.02249【28c0.280.28S=4 ,* 0.086 ,+2 ,*0.28 ,=0.9040.02249s=0.904 ，*65.4246s=0.022498【32a0.0880.09S=4 ,* 0.088 ,+2 ,*0.32 ,=0.9920.025978s=0.992 ，*65.95268s=0.02597【32b0.320.32S=4 ,*0.09 ,+2 ,*0.32 ,=10.02315s=1 ，*666s=0.02315【32c0.092 0.09292 S=4 ,* 0.092 ,+2 ,*0.32 ,=1.0080.02087s=1.008 ，*66.0486s=0

19、.02087【32c0.320.32S=4 ,* 0.092 ,+2 ,*0.32 ,=1.0080.02087s=1.008 ，*66.0486s=0.020879【36a0.096 0.098S=4 ,* 0.096 ,+2 ,*0.36 ,=1.104 0.02319s=1.104 ，*66.62469s=0.0231【36b0.360.36S=4 ,* 0.098 ,+2 ,*0.36 ,=1.1120.02082s=1.112 ，*66.6726s=0.02082【36c0.10.1 100 S=4 ,*0.1 ,+2 ,*0.36 ,=1.120.01895s=1.12 ，*66.

20、726s=0.01895【36c0.360.36S=4 ,*0.1 ,+2 ,*0.36 ,=1.120.01895s=1.12 ，*66.726s=0.0189510【40a0.1 0.102S=4 ,*0.1 ,+2 ,*0.4 ,=1.20.0203710s=1.2 ，*67.2610s=0.02037【40b0.40.4S=4 ,* 0.102 ,+2 ,*0.4 ,=1.2080.01853s=1.208 ，*67.2486s=0.01853【40c0.104 0.104 104 S=4 ,* 0.104 ,+2 ,*0.4 ,=1.2160.01701s=1.216 ，*67.29

21、66s=0.01701【40c0.40.4S=4 ,* 0.104 ,+2 ,*0.4 ,=1.2160.01701s=1.216 ，*67.2966s=0.01701101010总面积输入数据重量，* 95833.81957.5 【14a1，*100031.141000 【14b，*154351.311543 【16a2，*100029.441000 【16b，* 40812.77408 【18a3，*100027.831000 【18b，*#590.5919288 【20a4，*100027.131000 【20b，*581.7458 【22a5，*100026.621000 【22b，*100029.531000 【25a6，* 42411.07423.9 【25b，*100023.461000 【25c，*100023.461000 【25c，*8213232.278213 【28a7，*100025.031000 【28b，*100022.491000 【28c，*100022.491000 【28c，*129033.511290 【32a8，