钢材理论重量大全.xls

1、螺螺纹纹钢钢材材理理论论重重量量表表规规格格(mm)(mm)截截面面面面积积（CM2CM2）理理论论重重量量（KG/MKG/M）6 60.2830.2830.2220.2227 70.3850.3850.3020.3028 80.5030.5030.3950.3959 90.6360.6360.50.510100.790.790.620.6212121.131.130.890.8914141.541.541.211.2116162.012.011.581.5818182.552.552 220203.143.142.472.4722223.83.82.982.9825254.914.913.8

2、53.8528286.166.164.834.8332328.048.046.316.31363610.1810.187.997.99404012.5712.579.879.87公公称称外外径径公 称 壁 厚 mmmm4567891011121314151617181920钢管每米理论重量千克/米219.121.2226.431.53273.126.5433.0639.5245.93323.931.5539.3247.0454.762.3269.89355.634.6843.2251.7360.1868.5776.92406.449.4959.2468.9478.688.297.7542651

3、.9162.1472.3382.4692.55102.5945755.7366.7377.6888.5899.43110.23120.98131.68142.3447858.3269.8481.392.72104.09115.41126.68137.9149.0750874.2886.4898.64110.75122.81134.82146.78158.6952977.3890.11102.78115.41127.99140.51152.99165.42609.689.31104.02118.68133.3147.86162.38176.84191.2663092.33107.54122.71

4、137.82152.89167.91182.88197.8711104.31121.52138.69155.8172.87189.88206.85223.76720105.64123.08140.46157.8175.09192.32209.51226.65813139.13158.81178.44198.02217.55237.03256.46275.85820140.34160.19179.99199.75219.45239.1258.71278.26297.77317.23914178.74200.86222.93244.95266.92288.84310.72332.54354.319

5、20179.92202.19224.41246.58268.7290.77312.79334.76356.681016198.86223.49248.08272.62297.1321.54345.93370.27394.56418.8442.991020199.65224.38249.07273.7298.39322.82347.31371.75396.14420.48444.771220298.39327.95357.47386.94416.36445.73475.58504.32533.541420347.71382.21416.66451.06485.41519.71553.96588.

6、17622.321620397.03436.46475.84515.17554.46593.69632.87672.01711.11727423.41465.48507.5549.47591.4633.27675.09716.87758.591820446.35490.71535.02579.29623.5667.67711.79755.85799.871930437.47520.55567.57614.55661.48708.36755.19801.97848.7895.38942.012032498.63548.22597.76647.25696.69746.09795.43844.738

7、93.97943.17992.322220653.39707.52761.6815.63869.61923.54977.421031.261085.042337688.01745.03801.99858.91915.77972.591029.361086.081142.74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10100684.511.26110100554.59.4612.612674514.22312120644.811.514140805.516.8914140734.913.71616088620.5131616

8、081515.918180946.524.14318180905.118.420a200100727.92918a1801005.119.920b200102931.069202001005.22122a2201107.533.0720a2001105.222.722b2201129.536.524222201105.42425a250116838.10522a2201205.425.825b2501181042.03242401155.627.328a2801228.543.49224a2401255.629.428b28012410.547.88827270125631.532a32013

9、09.552.71727a270135633.932b32013211.557.741303001356.536.532c32013413.562.76530a3001456.539.236a3601361060.03733330140742.236b3601381265.689363601457.548.636c3601401471.34140400155856.140a40014210.567.598454501608.665.240b40014412.573.878505001709.576.840c40014614.580.1585555018010.389.845a45015011.

10、580.426060019011.110445b45015213.587.485656502001212045c45015415.594.55707002101313850a5001581293.65470a7002101515850b50016014101.50470b70021017.518450c50016216109.35456a56016612.5106.316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

11、.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）普普通通槽槽钢钢理理论论重重量量表表轻轻轨轨槽槽钢钢理理论论重重量量表表型型号号截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)型型号号截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)型型号号截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)型型号号截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/

12、m)kg/m)5 56.936.935.445.446.36.38.448.446.636.636.56.58.548.546.76.75 56.166.164.844.848 810.2410.248.048.04101012.7412.741010121215.3615.3612.0612.0620a20a25.225.219.819.812.612.6 15.6915.6912.3712.3714a14a18.5118.5114.5314.5314b14b21.3121.3116.7316.73101010.910.98.598.5916a16a21.9521.9517.2317.231

13、6b16b25.1525.1519.7419.7418a18a25.6925.6920.1720.17242430.630.6242418b18b29.2929.2922.9922.9920a20a28.8328.8322.6322.6320b20b32.8332.8325.7725.7714a14a171713.313.322a22a31.8431.8424.9924.9922b22b36.2436.2428.4528.4524a24a34.2134.2126.5526.55303040.540.531.831.824b24b393930.6230.6224c24c43.8143.8134.

14、3934.3925a25a34.9134.9127.4727.47181820.720.716.316.325b25b39.9139.9131.3931.3925c25c44.9144.9135.3235.3227a27a39.2739.2730.8330.83404061.561.548.348.327b27b44.6744.6735.0735.0727c27c50.0750.0739.339.328a28a40.0240.0231.4231.4228b28b45.6245.6235.8135.8128c28c51.2251.2240.2140.2130a30a43.8943.8934.45

15、34.4530b30b49.5949.5939.1639.1630c30c55.8955.8943.8143.8132a32a48.748.738.2238.2232b32b55.155.143.2543.2532c32c61.561.548.2848.2833a33a49.549.538.738.733b33b55.955.943.8843.8833c33c62.962.949.0649.0636a36a60.8960.8947.847.836b36b68.0968.0953.4553.4536c36c75.2975.2959.159.140a40a75.0575.0558.9158.914

16、0b40b83.0583.0565.1965.1940c40c91.0591.0571.4771.47型型号号截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)型型号号截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)202023.423.418.418.46.56.57.517.515.95.98 88.988.987.057.05222226.726.7212122a22a28.828.822.622.6121213.313.310.410.4141415.615.612.312.324a24a32.932.925.825.82727

17、35.235.227.727.7161618.118.114.214.216a16a19.519.515.315.3333346.546.536.536.5363653.453.441.941.918a18a22.222.217.417.4轻轻轨轨槽槽钢钢理理论论重重量量表表热热轧轧槽槽钢钢型号尺寸理论重量/（kg/m)hbdtrr1550374.5773.55.4386.363404.87.57.53.86.6348804358848.04510100485.38.58.54.210.00712.6126535.5994.512.31814a1405869.59.54.814.53514b1

18、406089.59.54.816.73316a160636.51010517.2416160658.51010519.75218a18068710.510.55.220.1741818070910.510.55.22320a20073711115.522.6372020075911115.525.77722a22077711.511.55.824.9992222079911.511.55.828.45325a2507871212627.4125b2508091212631.33525c25082111212635.2628a280827.512.512.56.231.42728b280849.

19、512.512.56.235.82328c2808611.512.512.56.240.21932a3208881414738.08332b32090101414743.10732c32092121414748.13136a3609691616847.81436b36098111616853.46636c360100131616859.11840a40010010.51818958.92840b40010212.51818965.20840c40010414.51818971.4886.565404.87.57.53.86.70912120535.5994.512.05924a24078712

20、12626.8624b2408091212630.62824c24082111212634.39627a270827.512.512.56.230.83827b270849.512.512.56.235.07727c2708611.512.512.56.239.31630a300857.513.513.56.834.46330b300879.513.513.56.839.17330c3008911.513.513.56.843.883不不等等边边角角理理论论重重量量角角钢钢号号数数边边厚厚截截面面面面积积理理论论重重量量角角钢钢号号数数边边厚厚截截面面面面积积 理理论论重重量量角角钢钢号号数数

21、边边厚厚截截面面面面积积 理理论论重重量量CMM2CMM2（CM2CM2）（KG/MKG/M）CMM2CMM2（CM2CM2）（KG/MKG/M）CMM2CMM2（CM2CM2）（KG/MKG/M）2.5/1.62.5/1.63 31.1621.1620.9120.9125.6/3.65.6/3.63 32.7432.7432.1532.1537.5/57.5/58 89.4679.4677.4317.4314 41.4991.4991.1761.1764 43.593.592.8182.818101011.5911.599.0989.0983/23/23 31.431.431.121.125

22、 54.4154.4153.4663.4668/58/55 56.3756.3755.0055.0054 41.861.861.461.466.46.45 54.834.833.793.796 67.567.565.9355.9353.2/23.2/23 31.4921.4921.1711.1716 65.725.724.494.497 78.7248.7246.8486.8484 41.9391.9391.5221.5228 87.447.445.845.848 89.8679.8677.7457.7453.5/23.5/24 42.062.061.621.626.3/46.3/44 44.

23、0584.0583.1853.1859/5.69/5.65 57.2127.2125.6615.6615 52.522.521.981.985 54.9934.9933.923.926 68.5578.5576.7176.7174/2.54/2.53 31.891.891.4841.4846 65.9085.9084.6384.6387 79.889.887.7567.7564 42.4672.4671.9361.9367 76.8026.8025.3395.3398 811.18311.1838.7798.7794.5/2.84.5/2.83 32.1492.1491.6871.6877/4

24、.57/4.54 44.5474.5473.573.579/69/66 68.788.786.96.94 42.8062.8062.2032.2035 55.6095.6094.4034.4038 811.511.59.089.084.5/34.5/34 42.882.882.262.266 66.6476.6475.2185.218101014.114.111.111.16 64.1784.1783.283.287 77.6577.6576.0116.01110/6.310/6.36 69.6179.6177.557.555/3.25/3.23 32.4312.4311.9081.9087.

25、5/57.5/55 56.1256.1254.8084.8087 711.11111.1118.7228.7224 43.1773.1772.4942.4946 67.267.265.6995.6998 812.53412.5349.8789.87810/6.310/6.3101015.46715.46712.14212.14212.5/812.5/8121223.35123.35118.3318.3311/1811/18121233.71233.71226.4426.4410/7.510/7.58 813.513.510.610.69/139/138 817.217.213.513.5141

26、438.96738.96730.58930.589101016.716.713.113.1101021.321.316.716.7161644.13944.13934.64934.649121219.719.715.515.5121225.225.219.819.812/1812/18121234.934.927.427.410/810/86 610.63710.6378.358.35141429.129.122.822.8141440.440.431.7131.717 712.30112.3019.6569.6569/149/148 818.03818.03814.1614.16161645

27、.845.835.935.98 813.94413.94410.94610.946101022.26122.26117.47517.47512/2012/20121237.337.329.229.2101017.16717.16713.47613.476121226.426.420.72420.724141443.243.233.933.911/711/76 610.63710.6378.358.35141430.45630.45623.90823.9081616494938.438.47 712.30112.3019.6569.65610/1510/15101024.324.319.119.

28、120/12.520/12.5121237.91237.91229.76129.7618 813.94413.94410.94610.946121228.828.822.622.6141443.68743.68734.43634.436101017.16717.16713.47613.476141433.333.326.226.2161649.73949.73939.04539.04512/812/88 815.615.612.212.2161637.737.729.629.6181855.52655.52643.58843.588101019.219.215.115.110/1610/161

29、01025.31525.31519.87219.87220/1520/151212414132.232.2121222.822.817.917.9121230.05430.05423.59223.592161653.953.942.342.312.5/812.5/87 714.09614.09611.06611.066141434.70934.70927.24727.247181860.360.347.347.38 815.98915.98912.55112.551161629.28129.28130.83530.835202066.566.552.252.2101019.71219.7121

30、5.47415.47411/1811/18101028.37328.37322.27322.273等等边边角角钢钢理理论论重重量量表表角角钢钢号号数数边边厚厚截截面面面面积积理理论论重重量量角角钢钢号号数数边边厚厚截截面面面面积积理理论论重重量量角角钢钢号号数数边边厚厚截截面面面面积积 理理论论重重量量（MMMM）（CM2CM2）（KG/MKG/M）（MMMM）（CM2CM2）（KG/MKG/M）（MMMM）（CM2CM2）（KG/MKG/M）2 23 31.1321.1320.8890.8894 43 32.3592.3591.8521.8525.65.63 33.3433.3432.624

31、2.6244 41.4591.4591.1451.1454 43.0863.0862.4222.4224 44.394.393.4463.4462.52.53 31.4321.4321.1241.1245 53.7913.7912.9762.9765 55.4155.4154.2514.2514 41.8591.8591.4591.4596 64.484.483.523.528 88.3678.3676.5686.5683 33 31.7491.7491.3731.3734.54.53 32.6592.6592.0882.0886 65 55.825.824.574.574 42.2762.2

32、761.7861.7864 43.4863.4862.7362.7366 66.916.915.425.425 52.782.782.182.185 54.2924.2923.3693.3698 89.039.037.097.093.53.54 42.672.672.12.16 65.0765.0763.9853.9856.36.34 44.9784.9783.9073.9075 53.283.282.572.575 53 32.9712.9712.3322.3325 56.1436.1434.8224.8223.63.63 32.1092.1091.6561.6564 43.8973.897

33、3.0593.0596 67.2887.2885.7215.7214 42.7562.7562.1632.1635 54.8034.8033.773.778 89.5159.5157.4697.4695 53.3823.3822.6542.6546 65.6885.6884.4654.465101011.65711.6579.1519.1516.56.56 67.557.555.935.937.57.5121216.716.713.113.110107 713.79613.79610.8310.838 89.879.877.757.758 85 57.9127.9126.2116.2118 815.63815.63812.27612.276101012.112.19.519.516 69.3979.3977.3767.376101019.26119.26115.1215.127 74 45