个人整理各种钢材理论重量绝对全.docx

1、个人整理各种钢材理论重量绝对全螺纹钢材理论重量表规格(mm)截面面积（CM2）理论重量（KG/M）60.2830.22270.3850.30280.5030.39590.6360.5100.790.62121.130.89141.541.21162.011.58182.552203.142.47223.82.98254.913.85286.164.83328.046.313610.187.994012.579.87钢管理论重量公称外径公 称 壁 厚 mmmm4567891011121314151617181920每米理论重量千克/米219.121.2226.431.53273.126.5433

2、.0639.5245.93323.931.5539.3247.0454.762.3269.89355.634.6843.2251.7360.1868.5776.92406.449.4959.2468.9478.688.297.7542651.9162.1472.3382.4692.55102.5945755.7366.7377.6888.5899.43110.23120.98131.68142.3447858.3269.8481.392.72104.09115.41126.68137.9149.0750874.2886.4898.64110.75122.81134.82146.78158.69

3、52977.3890.11102.78115.41127.99140.51152.99165.42609.689.31104.02118.68133.3147.86162.38176.84191.2663092.33107.54122.71137.82152.89167.91182.88197.8711104.31121.52138.69155.8172.87189.88206.85223.76720105.64123.08140.46157.8175.09192.32209.51226.65813139.13158.81178.44198.02217.55237.03256.46275.85

4、820140.34160.19179.99199.75219.45239.1258.71278.26297.77317.23914178.74200.86222.93244.95266.92288.84310.72332.54354.31920179.92202.19224.41246.58268.7290.77312.79334.76356.681016198.86223.49248.08272.62297.1321.54345.93370.27394.56418.8442.991020199.65224.38249.07273.7298.39322.82347.31371.75396.14

5、420.48444.771220298.39327.95357.47386.94416.36445.73475.58504.32533.541420347.71382.21416.66451.06485.41519.71553.96588.17622.321620397.03436.46475.84515.17554.46593.69632.87672.01711.11727423.41465.48507.5549.47591.4633.27675.09716.87758.591820446.35490.71535.02579.29623.5667.67711.79755.85799.8719

6、30437.47520.55567.57614.55661.48708.36755.19801.97848.7895.38942.012032498.63548.22597.76647.25696.69746.09795.43844.73893.97943.17992.322220653.39707.52761.6815.63869.61923.54977.421031.261085.042337688.01745.03801.99858.91915.77972.591029.361086.081142.74工字钢理论重量热轧普通工字钢尺寸及重量热轧轻型工字钢尺寸及重量规格型号尺寸理论重量规格

7、型号尺寸理论重量高度腿宽腰厚高度腿宽腰厚10100684.511.26110100554.59.4612.612674514.22312120644.811.514140805.516.8914140734.913.71616088620.5131616081515.918180946.524.14318180905.118.420a200100727.92918a1801005.119.920b200102931.069202001005.22122a2201107.533.0720a2001105.222.722b2201129.536.524222201105.42425a2501168

8、38.10522a2201205.425.825b2501181042.03242401155.627.328a2801228.543.49224a2401255.629.428b28012410.547.88827270125631.532a3201309.552.71727a270135633.932b32013211.557.741303001356.536.532c32013413.562.76530a3001456.539.236a3601361060.03733330140742.236b3601381265.689363601457.548.636c3601401471.3414

9、0400155856.140a40014210.567.598454501608.665.240b40014412.573.878505001709.576.840c40014614.580.1585555018010.389.845a45015011.580.426060019011.110445b45015213.587.485656502001212045c45015415.594.55707002101313850a5001581293.65470a7002101515850b50016014101.50470b70021017.518450c50016216109.35456a560

10、16612.5106.316热轧8#轻型工字钢尺寸及重量（据YB(T)65-87）56b56016814.5115.10856c56017016.5123.9规格型号尺寸理论重量63a63017613121.407高度腿宽腰厚63b63017815131.298880504.57.5263c63018017141.189计算公式：W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）槽钢理论重量普通槽钢理论重量表型号截面面积(cmm2)理论重量（kg/m)型号截面面积(cmm2)理论重量（kg/m)型号截面面积(cmm2)理论重

11、量（kg/m)56.935.446.38.446.636.58.546.7810.248.041012.74101215.3612.061315.6912.3714a18.5114.5314b21.3116.7316a21.9517.2316b25.1519.7418a25.6920.1718b29.2922.9920a28.8322.6320b32.8325.7722a31.8424.9922b36.2428.4524a34.2126.5524b3930.6224c43.8134.3925a34.9127.4725b39.9131.3925c44.9135.3227a39.2730.8327

12、b44.6735.0727c50.0739.328a40.0231.4228b45.6235.8128c51.2240.2130a43.8934.4530b49.5939.1630c55.8943.8132a48.738.2232b55.143.2532c61.548.2833a49.538.733b55.943.8833c62.949.0636a60.8947.836b68.0953.4536c75.2959.140a75.0558.9140b83.0565.1940c91.0571.47轻轨槽钢理论重量表型号截面面积(cmm2)理论重量（kg/m)型号截面面积(cmm2)理论重量（kg/m

13、)型号截面面积(cmm2)理论重量（kg/m)56.164.842023.418.46.57.515.920a25.219.888.987.052226.7211010.98.5922a28.822.61213.310.42430.6241415.612.324a32.925.814a1713.32735.227.71618.114.23040.531.816a19.515.33346.536.51820.716.33653.441.918a22.217.44061.548.3热轧槽钢理论重量热轧槽钢型号尺寸理论重量/（kg/m)hbdtrr1550374.5773.55.4386.36340

14、4.87.57.53.86.6348804358848.04510100485.38.58.54.210.00712.6126535.5994.512.31814a1405869.59.54.814.53514b1406089.59.54.816.73316a160636.51010517.2416160658.51010519.75218a18068710.510.55.220.1741818070910.510.55.22320a20073711115.522.6372020075911115.525.77722a22077711.511.55.824.9992222079911.511.

15、55.828.45325a2507871212627.4125b2508091212631.33525c25082111212635.2628a280827.512.512.56.231.42728b280849.512.512.56.235.82328c2808611.512.512.56.240.21932a3208881414738.08332b32090101414743.10732c32092121414748.13136a3609691616847.81436b36098111616853.46636c360100131616859.11840a40010010.51818958.

16、92840b40010212.51818965.20840c40010414.51818971.4886.565404.87.57.53.86.70912120535.5994.512.05924a2407871212626.8624b2408091212630.62824c24082111212634.39627a270827.512.512.56.230.83827b270849.512.512.56.235.07727c2708611.512.512.56.239.31630a300857.513.513.56.834.46330b300879.513.513.56.839.17330c

17、3008911.513.513.56.843.883不等边角理论重量角钢号数边厚截面面积理论重量角钢号数边厚截面面积理论重量角钢号数边厚截面面积理论重量CMM2（CM2）（KG/M）CMM2（CM2）（KG/M）CMM2（CM2）（KG/M）2.5/1.631.1620.9125.6/3.632.7432.1537.5/589.4677.43141.4991.17643.592.8181011.599.0983/231.431.1254.4153.4668/556.3755.00541.861.466.454.833.7967.565.9353.2/231.4921.17165.724.497

18、8.7246.84841.9391.52287.445.8489.8677.7453.5/242.061.626.3/444.0583.1859/5.657.2125.66152.521.9854.9933.9268.5576.7174/2.531.891.48465.9084.63879.887.75642.4671.93676.8025.339811.1838.7794.5/2.832.1491.6877/4.544.5473.579/668.786.942.8062.20355.6094.403811.59.084.5/342.882.2666.6475.2181014.111.164.

19、1783.2877.6576.01110/6.369.6177.555/3.232.4311.9087.5/556.1254.808711.1118.72243.1772.49467.265.699812.5349.87810/6.31015.46712.14212.5/81223.35118.3311/181233.71226.4410/7.5813.510.69/13817.213.51438.96730.5891016.713.11021.316.71644.13934.6491219.715.51225.219.812/181234.927.410/8610.6378.351429.1

20、22.81440.431.71712.3019.6569/14818.03814.161645.835.9813.94410.9461022.26117.47512/201237.329.21017.16713.4761226.420.7241443.233.911/7610.6378.351430.45623.908164938.4712.3019.65610/151024.319.120/12.51237.91229.761813.94410.9461228.822.61443.68734.4361017.16713.4761433.326.21649.73939.04512/8815.612.21637.729.61855.52643.5881019.215.110/161025.31519.87220/15124132.21222.817.91230.