钢材理论重量.xls

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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 mmmm4567891011121314每米理论重量千克/米219.121.2226.431.53273.126.5433.0639.5245.93323.931.5539.3247.0454.762.3269.89355.634.6843.2251.7360.1868.5776.92406.449.4959.2468.9478.688.297.7542651.9162.1472.338

3、2.4692.55102.5945755.7366.7377.6888.5899.43110.23120.98131.68142.3447858.3269.8481.392.72104.09115.41126.68137.9149.0750874.2886.4898.64110.75122.81134.82146.78158.6952977.3890.11102.78115.41127.99140.51152.99165.42609.689.31104.02118.68133.3147.86162.38176.84191.2663092.33107.54122.71137.82152.8916

4、7.91182.88197.8711104.31121.52138.69155.8172.87189.88206.85223.76720105.64123.08140.46157.8175.09192.32209.51226.65813139.13158.81178.44198.02217.55237.03256.46275.85820140.34160.19179.99199.75219.45239.1258.71278.26914178.74200.86222.93244.95266.92288.84310.72920179.92202.19224.41246.58268.7290.773

5、12.791016198.86223.49248.08272.62297.1321.54345.931020199.65224.38249.07273.7298.39322.82347.311220298.39327.95357.47386.94416.361420347.71382.21416.66451.06485.411620397.03436.46475.84515.17554.461727423.41465.48507.5549.47591.41820446.35490.71535.02579.29623.51930437.47520.55567.57614.55661.482032

6、498.63548.22597.76647.25696.692220653.39707.52761.62337688.01745.03801.99151617181920297.77317.23332.54354.31334.76356.68370.27394.56418.8442.99371.75396.14420.48444.77445.73475.58504.32533.54519.71553.96588.17622.32593.69632.87672.01711.1633.27675.09716.87758.59667.67711.79755.85799.87708.36755.198

7、01.97848.7895.38942.01746.09795.43844.73893.97943.17992.32815.63869.61923.54977.421031.261085.04858.91915.77972.591029.361086.081142.74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高度腿宽腰厚高度腿宽腰厚10100684.511.26110100554.512.612674514.22312120644.814140805.516.8914140734.91616088620.5131616081518180946.524.1

8、4318180905.120a200100727.92918a1801005.120b200102931.069202001005.222a2201107.533.0720a2001105.222b2201129.536.524222201105.425a250116838.10522a2201205.425b2501181042.03242401155.628a2801228.543.49224a2401255.628b28012410.547.88827270125632a3201309.552.71727a270135632b32013211.557.741303001356.532c3

9、2013413.562.76530a3001456.536a3601361060.03733330140736b3601381265.689363601457.536c3601401471.34140400155840a40014210.567.598454501608.640b40014412.573.878505001709.540c40014614.580.1585555018010.345a45015011.580.426060019011.145b45015213.587.485656502001245c45015415.594.55707002101350a5001581293.6

10、5470a7002101550b50016014101.50470b70021017.550c50016216109.35456a56016612.5106.316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63a63017613121.407高度腿宽腰厚63b63017815131.298880504.563c63018017141.189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）理论重量9.4611.513

11、.715.918.419.92122.72425.827.329.431.533.936.539.242.248.656.165.276.889.8104120138158184理论重量7.52热轧8#轻型工字钢尺寸及重量（据YB(T)65-87）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

12、积(cmm2)(cmm2)理理论论重重量量（kg/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 15.6915.6912.3712.3714a14a18.5118.5114.5314.5314b14b21.3121.3116.7316.73101010.910.98.598.5916

13、a16a21.9521.9517.2317.2316b16b25.1525.1519.7419.7418a18a25.6925.6920.1720.17242430.630.6242418b18b29.2929.2922.9922.9920a20a28.8328.8322.6322.6320b20b32.8332.8325.7725.7714a14a171713.313.322a22a31.8431.8424.9924.9922b22b36.2436.2428.4528.4524a24a34.2134.2126.5526.55303040.540.531.831.824b24b393930.6

14、230.6224c24c43.8143.8134.3934.3925a25a34.9134.9127.4727.47181820.720.716.316.325b25b39.9139.9131.3931.3925c25c44.9144.9135.3235.3227a27a39.2739.2730.8330.83404061.561.548.348.327b27b44.6744.6735.0735.0727c27c50.0750.0739.339.328a28a40.0240.0231.4231.4228b28b45.6245.6235.8135.8128c28c51.2251.2240.214

15、0.2130a30a43.8943.8934.4534.4530b30b49.5949.5939.1639.1630c30c55.8955.8943.8143.8132a32a48.748.738.2238.2232b32b55.155.143.2543.2532c32c61.561.548.2848.2833a33a49.549.538.738.733b33b55.955.943.8843.8833c33c62.962.949.0649.0636a36a60.8960.8947.847.836b36b68.0968.0953.4553.4536c36c75.2975.2959.159.140

16、a40a75.0575.0558.9158.9140b40b83.0583.0565.1965.1940c40c91.0591.0571.4771.47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 88.988.987.057.05222226.726.7212122a22a28.828.822.622.6121213.313.310.410.4141415.615.612.312.32

17、4a24a32.932.925.825.8272735.235.227.727.7161618.118.114.214.216a16a19.519.515.315.3333346.546.536.536.5363653.453.441.941.918a18a22.222.217.417.4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)hbdtrr1550374.5773.55.4386.363404.87.57.53.86.6348804358848.04510100485.38.58.54.210.00712.6126535.5994.512.31814a

18、1405869.59.54.814.53514b1406089.59.54.816.73316a160636.51010517.2416160658.51010519.75218a18068710.510.55.220.1741818070910.510.55.22320a20073711115.522.6372020075911115.525.77722a22077711.511.55.824.9992222079911.511.55.828.45325a2507871212627.4125b2508091212631.33525c25082111212635.2628a280827.512

19、.512.56.231.42728b280849.512.512.56.235.82328c2808611.512.512.56.240.21932a3208881414738.08332b32090101414743.10732c32092121414748.13136a3609691616847.81436b36098111616853.46636c360100131616859.11840a40010010.51818958.92840b40010212.51818965.20840c40010414.51818971.4886.565404.87.57.53.86.7091212053

20、5.5994.512.05924a2407871212626.8624b2408091212630.62824c24082111212634.39627a270827.512.512.56.230.83827b270849.512.512.56.235.07727c2708611.512.512.56.239.31630a300857.513.513.56.834.46330b300879.513.513.56.839.17330c3008911.513.513.56.843.883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

21、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）2.5/1.62.5/1.63 31.1621.1620.9120.9125.6/3.65.6/3.63 32.7432.7432.1532.1534 41.4991.4991.1761.1764 43.593.592.8182.8183/23/23 31.431.431.121.125 54.4154.4153.4663.4664 41.861.861.461.466.46.45 54.834.833.793.793.2/23.2/23 31.4921.4

22、921.1711.1716 65.725.724.494.494 41.9391.9391.5221.5228 87.447.445.845.843.5/23.5/24 42.062.061.621.626.3/46.3/44 44.0584.0583.1853.1855 52.522.521.981.985 54.9934.9933.923.924/2.54/2.53 31.891.891.4841.4846 65.9085.9084.6384.6384 42.4672.4671.9361.9367 76.8026.8025.3395.3394.5/2.84.5/2.83 32.1492.1

23、491.6871.6877/4.57/4.54 44.5474.5473.573.574 42.8062.8062.2032.2035 55.6095.6094.4034.4034.5/34.5/34 42.882.882.262.266 66.6476.6475.2185.2186 64.1784.1783.283.287 77.6577.6576.0116.0115/3.25/3.23 32.4312.4311.9081.9087.5/57.5/55 56.1256.1254.8084.8084 43.1773.1772.4942.4946 67.267.265.6995.69910/6.

24、310/6.3101015.46715.46712.14212.14212.5/812.5/8121223.35123.35118.3318.3310/7.510/7.58 813.513.510.610.69/139/138 817.217.213.513.5101016.716.713.113.1101021.321.316.716.7121219.719.715.515.5121225.225.219.819.810/810/86 610.63710.6378.358.35141429.129.122.822.87 712.30112.3019.6569.6569/149/148 818

25、.03818.03814.1614.168 813.94413.94410.94610.946101022.26122.26117.47517.475101017.16717.16713.47613.476121226.426.420.72420.72411/711/76 610.63710.6378.358.35141430.45630.45623.90823.9087 712.30112.3019.6569.65610/1510/15101024.324.319.119.18 813.94413.94410.94610.946121228.828.822.622.6101017.16717

26、.16713.47613.476141433.333.326.226.212/812/88 815.615.612.212.2161637.737.729.629.6101019.219.215.115.110/1610/16101025.31525.31519.87219.872121222.822.817.917.9121230.05430.05423.59223.59212.5/812.5/87 714.09614.09611.06611.066141434.70934.70927.24727.2478 815.98915.98912.55112.551161629.28129.2813

27、0.83530.835101019.71219.71215.47415.47411/1811/18101028.37328.37322.27322.273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CMM2CMM2（CM2CM2）（KG/MKG/M）7.5/57.5/58 89.4679.4677.4317.431101011.5911.599.0989.0988/58/55 56.3756.3755.0055.0056 67.567.565.9355.9357 78.7248.7246.8486.8488 89.8679.8677.7457.7459/5.69/5.65 57.

28、2127.2125.6615.6616 68.5578.5576.7176.7177 79.889.887.7567.7568 811.18311.1838.7798.7799/69/66 68.788.786.96.98 811.511.59.089.08101014.114.111.111.110/6.310/6.36 69.6179.6177.557.557 711.11111.1118.7228.7228 812.53412.5349.8789.87811/1811/18121233.71233.71226.4426.44141438.96738.96730.58930.5891616

29、44.13944.13934.64934.64912/1812/18121234.934.927.427.4141440.440.431.7131.71161645.845.835.935.912/2012/20121237.337.329.229.2141443.243.233.933.91616494938.438.420/12.520/12.5121237.91237.91229.76129.761141443.68743.68734.43634.436161649.73949.73939.04539.045181855.52655.52643.58843.58820/1520/1512

30、12414132.232.2161653.953.942.342.3181860.360.347.347.3202066.566.552.252.2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（MMMM）（CM2CM2）（KG/MKG/M）（MMMM）（CM2CM2）（KG/MKG/M）2 23 31.1321.1320.8890.8894 43 32.3592.3591.8521.8525.65.64 41.4591.4591.1451.1454 43.0863.0862.

31、4222.4222.52.53 31.4321.4321.1241.1245 53.7913.7912.9762.9764 41.8591.8591.4591.4596 64.484.483.523.523 33 31.7491.7491.3731.3734.54.53 32.6592.6592.0882.0886 64 42.2762.2761.7861.7864 43.4863.4862.7362.7365 52.782.782.182.185 54.2924.2923.3693.3693.53.54 42.672.672.12.16 65.0765.0763.9853.9856.36.3

32、5 53.283.282.572.575 53 32.9712.9712.3322.3323.63.63 32.1092.1091.6561.6564 43.8973.8973.0593.0594 42.7562.7562.1632.1635 54.8034.8033.773.775 53.3823.3822.6542.6546 65.6885.6884.4654.4656.56.56 67.557.555.935.937.57.5121216.716.713.113.110108 89.879.877.757.758 85 57.9127.9126.2116.211101012.112.19

33、.519.516 69.3979.3977.3767.3767 74 45.575.574.3724.3727 710.8610.868.5258.5255 56.8756.8755.3975.3978 812.30312.3039.6589.6586 68.168.166.4066.406101015.12615.12611.87411.8747 79.4249.4247.3987.3989 96 610.63710.6378.358.3511118 810.66710.6678.3738.3737 712.30112.3019.6569.6567.57.55 57.3677.3675.81

34、85.8188 813.94413.94410.94610.9466 68.7978.7976.9056.905101017.16717.16713.47613.4767 710.1610.167.9767.976121220.30620.30615.9415.948 811.50311.5039.039.03141423.423.418.418.412.512.5101014.12614.12611.08911.08910106 611.93211.9329.3669.36612.512.5121228.91228.91222.69622.6961515161645.845.83636202

35、0141433.36733.36726.19326.193181851.151.140.140.11313101025.325.319.819.8202056.456.444.344.31212303023.623.61616101031.50231.50224.72924.729141434.734.727.327.3121237.44137.44129.39129.391161639.339.330.930.9141443.20643.20633.98733.9871414101027.37327.37321.48821.488161649.06749.06738.51838.518222

36、2121232.51232.51225.52225.5221818121242.24142.24133.15933.159141437.56737.56729.4929.49141448.89648.89638.38338.383161642.53942.53933.39333.393161655.46755.46743.54243.5421515121234.934.927.427.4181861.05561.05548.63448.6342323141440.440.431.731.7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）3 33.343

37、3.3432.6242.6244 44.394.393.4463.4465 55.4155.4154.2514.2518 88.3678.3676.5686.5685 55.825.824.574.576 66.916.915.425.428 89.039.037.097.094 44.9784.9783.9073.9075 56.1436.1434.8224.8226 67.2887.2885.7215.7218 89.5159.5157.4697.469101011.65711.6579.1519.1517 713.79613.79610.8310.838 815.63815.63812.

38、27612.276101019.26119.26115.1215.12121222.822.817.89817.898141426.25626.25620.61120.611161629.62729.62723.25723.2577 715.19615.19611.92811.9288 817.23817.23813.53513.535101021.26121.26116.6916.69121225.225.219.78219.782141429.05629.05622.80922.8098 819.7519.7515.50415.504101024.37324.37319.13319.133

39、141454.64254.64242.89442.894161662.01362.01348.6848.68181869.30169.30154.40154.401202076.50576.50560.05660.056242490.66190.66171.16871.1683030111.5111.587.5687.56161668.468.453.8353.83202084.584.566.466.42424100.4100.479.879.82828115.9115.991912424105.3105.382.682.6圆圆钢钢理理论论重重量量表表直直径径截截面面面面积积理理论论重重量量

40、（kg/m)kg/m)直直径径截截面面面面积积理理论论重重量量（kg/m)kg/m)（mm)mm)(cmm2)(cmm2)（mm)mm)(cmm2)(cmm2)5 50.19630.19630.1540.15415151.7671.7671.391.395.55.50.23760.23760.1870.18716162.0112.0111.581.586 60.28270.28270.2220.22217172.272.271.781.786.56.50.33180.33180.260.2618182.5452.5452 27 70.38480.38480.3020.30219192.8352

41、.8352.232.238 80.50270.50270.3950.39520203.1423.1422.472.479 90.63620.63620.4990.49921213.4643.4642.722.7210100.78540.78540.6170.61722223.8013.8012.982.9811110.95030.95030.7460.74623234.1554.1553.263.2612121.1311.1310.8880.88824244.5244.5243.553.5513131.3271.3271.041.0425254.9094.9093.853.8514141.53

42、91.5391.211.2126265.3095.3094.174.17424213.8513.8510.8710.87707038.4838.4810.8710.87454515.915.912.4812.48757544.1844.1812.4812.48484818.118.114.2114.21808050.2750.2714.2114.21505019.6419.6415.4215.42858556.7556.7515.4215.42525221.2421.2416.6716.67909063.6263.6216.6716.67555523.7623.7618.6518.659595

43、70.8870.8818.6518.65565624.6324.6319.3319.3310010078.5478.5419.3319.33585826.4226.4220.7420.7410510586.5986.5920.7420.74606028.2728.2722.1922.1911011095.0395.0322.1922.19636331.1731.1724.4724.47115115103.82103.8224.4724.47656533.1833.1826.0526.05120120113.82113.8226.0526.05686836.3236.3228.5128.5112

44、5125122.72122.7228.5128.51直直径径截截面面面面积积理理论论重重量量（kg/m)kg/m)（mm)mm)(cmm2)(cmm2)27275.7265.7264.494.4928286.1586.1584.834.8329296.6056.6055.185.1830307.0697.0696.556.5531317.5487.5485.935.9332328.0428.0426.316.3133338.5538.5536.716.7134349.0799.0797.137.1335359.6219.6217.557.55363610.1810.187.997.993838

45、11.3411.348.98.9404012.5712.579.879.87130130132.73132.73104.2104.2140140153.94153.94120.84120.84150150176.72176.72138.72138.72160160201.06201.06157.83157.83170170226.98226.98178.18178.18180180254.98254.98199.76199.76190190283.53283.53222.57222.57200200314.16314.16246.62246.62210210346.36346.36271.89

46、271.89220220380.13380.13298.4298.4240240452.39452.39355.13355.13250250490.88490.88385.34385.34方方钢钢理理论论重重量量表表边边长长截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)边边长长截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)边边长长截截面面面面积积(cmm2)(cmm2)(mm)(mm)(mm)(mm)(mm)(mm)5 50.250.250.1960.19617172.892.892.272.2731319.619.615.55.

47、50.30.30.2360.23618183.243.242.542.54323210.2410.246 60.360.360.2830.28319193.613.612.822.82333310.8910.896.56.50.420.420.3320.33220204 43.143.14343411.5611.567 70.490.490.3850.38521214.414.413.463.46353512.2512.258 80.640.640.5020.50222224.844.843.83.8363612.9612.969 90.810.810.6360.63613135.295.29

48、4.154.15383814.4414.4410101 10.7850.78524245.765.764.524.524040161611111.211.210.950.9525256.256.254.914.91424217.6417.6412121.441.441.131.1326266.766.765.35.3454520.2520.2513131.691.691.331.3327277.297.295.725.72484823.0423.0414141.961.961.541.5428287.847.846.156.155050252515152.252.251.771.7729298

49、.418.416.66.6525227.0427.0416162.562.562.012.0130309 97.067.06555530.2530.25理理论论重重量量（kg/m)kg/m)边边长长截截面面面面积积(cmm2)(cmm2)理理论论重重量量（kg/m)kg/m)(mm)(mm)7.547.54565631.3631.3624.6124.618.048.04585833.6433.6426.4126.418.558.556060363628.2628.269.079.07636339.6939.6931.1631.169.629.62656542.2542.2533.1733.17

50、10.1710.17686846.2446.2436.336.311.2411.247070494938.4738.4712.5612.56757556.2556.2544.1644.1613.5613.568080646450.2450.2415.915.9858572.2572.2556.7256.7218.0918.099090818163.5963.5919.6319.63959590.2590.2570.8570.8521.2321.2310010010010078.578.523.7523.75热热轧轧扁扁钢钢宽度厚度/mm/mm34567891011121416182022252