钢材理论重量大全02058

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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 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 8

34、15.63815.63812.27612.276101012.112.19.519.516 69.3979.3977.3767.376101019.26119.26115.1215.127 74 45.575.574.3724.3727 710.8610.868.5258.525121222.822.817.89817.8985 56.8756.8755.3975.3978 812.30312.3039.6589.658141426.25626.25620.61120.6116 68.168.166.4066.406101015.12615.12611.87411.874161629.6272

35、9.62723.25723.2577 79.4249.4247.3987.3989 96 610.63710.6378.358.3511117 715.19615.19611.92811.9288 810.66710.6678.3738.3737 712.30112.3019.6569.6568 817.23817.23813.53513.5357.57.55 57.3677.3675.8185.8188 813.94413.94410.94610.946101021.26121.26116.6916.696 68.7978.7976.9056.905101017.16717.16713.47

36、613.476121225.225.219.78219.7827 710.1610.167.9767.976121220.30620.30615.9415.94141429.05629.05622.80922.8098 811.50311.5039.039.03141423.423.418.418.412.512.58 819.7519.7515.50415.504101014.12614.12611.08911.08910106 611.93211.9329.3669.366101024.37324.37319.13319.13312.512.5121228.91228.91222.6962

37、2.6961515161645.845.836362020141454.64254.64242.89442.894141433.36733.36726.19326.193181851.151.140.140.1161662.01362.01348.6848.681313101025.325.319.819.8202056.456.444.344.3181869.30169.30154.40154.4011212303023.623.61616101031.50231.50224.72924.729202076.50576.50560.05660.056141434.734.727.327.31

38、21237.44137.44129.39129.391242490.66190.66171.16871.168161639.339.330.930.9141443.20643.20633.98733.9873030111.5111.587.5687.561414101027.37327.37321.48821.488161649.06749.06738.51838.5182222161668.468.453.8353.83121232.51232.51225.52225.5221818121242.24142.24133.15933.159202084.584.566.466.4141437.

39、56737.56729.4929.49141448.89648.89638.38338.3832424100.4100.479.879.8161642.53942.53933.39333.393161655.46755.46743.54243.5422828115.9115.991911515121234.934.927.427.4181861.05561.05548.63448.63423232424105.3105.382.682.6141440.440.431.731.7螺螺纹纹钢钢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（kg/m)kg/m)直直径径截截面面

40、面面积积理理论论重重量量（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)（mm)mm)(cmm2)(cmm2)5 50.19630.19630.1540.15415151.7671.7671.391.3927275.7265.7264.494.495.55.50.23760.23760.1870.18716162.0112.0111.581.5828286.1586.1584.834.836 60.28270.28270.2220.22217172.272.271.781.78292

41、96.6056.6055.185.186.56.50.33180.33180.260.2618182.5452.5452 230307.0697.0696.556.557 70.38480.38480.3020.30219192.8352.8352.232.2331317.5487.5485.935.938 80.50270.50270.3950.39520203.1423.1422.472.4732328.0428.0426.316.319 90.63620.63620.4990.49921213.4643.4642.722.7233338.5538.5536.716.7110100.785

42、40.78540.6170.61722223.8013.8012.982.9834349.0799.0797.137.1311110.95030.95030.7460.74623234.1554.1553.263.2635359.6219.6217.557.5512121.1311.1310.8880.88824244.5244.5243.553.55363610.1810.187.997.9913131.3271.3271.041.0425254.9094.9093.853.85383811.3411.348.98.914141.5391.5391.211.2126265.3095.3094

43、.174.17404012.5712.579.879.87424213.8513.8510.8710.87707038.4838.4810.8710.87130130132.73132.73104.2104.2454515.915.912.4812.48757544.1844.1812.4812.48140140153.94153.94120.84120.84484818.118.114.2114.21808050.2750.2714.2114.21150150176.72176.72138.72138.72505019.6419.6415.4215.42858556.7556.7515.42

44、15.42160160201.06201.06157.83157.83525221.2421.2416.6716.67909063.6263.6216.6716.67170170226.98226.98178.18178.18555523.7623.7618.6518.65959570.8870.8818.6518.65180180254.98254.98199.76199.76565624.6324.6319.3319.3310010078.5478.5419.3319.33190190283.53283.53222.57222.57585826.4226.4220.7420.7410510

45、586.5986.5920.7420.74200200314.16314.16246.62246.62606028.2728.2722.1922.1911011095.0395.0322.1922.19210210346.36346.36271.89271.89636331.1731.1724.4724.47115115103.82103.8224.4724.47220220380.13380.13298.4298.4656533.1833.1826.0526.05120120113.82113.8226.0526.05240240452.39452.39355.13355.13686836.

46、3236.3228.5128.51125125122.72122.7228.5128.51250250490.88490.88385.34385.34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)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)(mm)(mm)(mm)(mm)(mm)(mm)5 50.25

47、0.250.1960.19617172.892.892.272.2731319.619.617.547.54565631.3631.3624.6124.615.55.50.30.30.2360.23618183.243.242.542.54323210.2410.248.048.04585833.6433.6426.4126.416 60.360.360.2830.28319193.613.612.822.82333310.8910.898.558.556060363628.2628.266.56.50.420.420.3320.33220204 43.143.14343411.5611.56

48、9.079.07636339.6939.6931.1631.167 70.490.490.3850.38521214.414.413.463.46353512.2512.259.629.62656542.2542.2533.1733.178 80.640.640.5020.50222224.844.843.83.8363612.9612.9610.1710.17686846.2446.2436.336.39 90.810.810.6360.63613135.295.294.154.15383814.4414.4411.2411.247070494938.4738.4710101 10.7850

49、.78524245.765.764.524.524040161612.5612.56757556.2556.2544.1644.1611111.211.210.950.9525256.256.254.914.91424217.6417.6413.5613.568080646450.2450.2412121.441.441.131.1326266.766.765.35.3454520.2520.2515.915.9858572.2572.2556.7256.7213131.691.691.331.3327277.297.295.725.72484823.0423.0418.0918.099090

50、818163.5963.5914141.961.961.541.5428287.847.846.156.155050252519.6319.63959590.2590.2570.8570.8515152.252.251.771.7729298.418.416.66.6525227.0427.0421.2321.2310010010010078.578.516162.562.562.012.0130309 97.067.06555530.2530.2523.7523.75热热轧轧扁扁钢钢宽度厚度/mm宽度/mm3456789101112141618202225283032364045505660

51、/mm理论重量/（kg/m)(密度7.85g/m3)100.240.310.390.470.550.63-10120.280.380.470.570.660.75-12140.330.440.550.660.770.88-14160.380.50.630.750.8811.151.26-16180.420.570.710.850.991.131.271.41-18200.470.630.780.941.11.261.411.571.731.88-20220.520.690.861.041.211.381.551.731.92.07-22250.590.780.981.181.371.571.7

52、11.962.162.362.753.14-25280.660.881.11.321.541.761.982.22.422.643.083.53-28300.710.941.811.411.651.882.122.362.592.833.33.774.244.71-30320.7511.261.511.762.012.262.552.763.013.524.024.525.02-32350.821.11.371.651.922.22.472.753.023.33.854.44.955.56.046.877.69-35400.941.261.571.882.22.512.833.143.453.

53、774.45.025.656.286.917.858.79-40451.061.411.712.122.472.833.183.533.894.244.955.656.367.077.778.839.8910.611.3 12.72-45501.181.571.962.362.753.143.533.934.324.715.56.287.067.858.649.81 10.99 11.78 12.56 14.13-5055-1.732.162.593.023.453.894.324.755.186.046.917.778.649.510.79 12.09 12.95 13.82 15.54-5

54、560-1.882.362.363.33.774.244.715.185.656.597.548.489.42 10.36 11.78 13.19 14.13 15.07 16.96 18.84 21.2-6065-2.042.553.063.574.084.595.15.616.127.148.169.1810.2 11.23 12.76 14.29 15.31 16.33 18.37 20.41 22.96-6570-2.22.753.33.854.44.955.560.46.597.698.799.89 10.99 12.09 13.74 15.39 16.49 17.58 19.78

55、21.98 24.73-7075-2.362.943.534.124.715.35.896.487.078.249.4210.6 11.78 12.95 14.72 16.48 17.66 18.84 21.2 23.55 26.49-7580-2.513.143.774.45.025.656.286.917.548.79 10.05 11.3 12.56 13.82 15.7 17.58 18.84 20.1 22.61 25.12 28.26 31.4 35.17-8085-3.3444.675.346.016.677.348.019.34 10.68 12.01 13.34 14.68

56、16.68 18.68 20.02 21.35 24.02 26.96 30.03 33.36 37.37 40.048590-3.534.244.955.656.367.077.778.489.8911.3 12.72 14.13 15.54 17.66 19.78 21.2 22.61 25.43 28.26 31.79 35.32 39.56 42.399095-3.734.475.225.976.717.468.28.95 10.44 11.93 13.42 14.92 16.41 18.64 20.88 22.37 23.86 26.85 29.83 33.65 37.29 41.7

57、6 44.7495100-3.924.715.56.287.067.858.649.42 10.99 12.56 14.13 15.7 17.27 19.62 21.98 23.55 25.12 28.26 31.4 35.32 39.25 43.96 47.1100105-4.124.955.776.597.428.249.079.89 11.54 13.19 14.84 16.48 18.13 20.61 23.08 24.73 26.38 29.67 32.97 37.09 41.21 46.16 49.46105110-4.325.186.046.917.778.649.510.36

58、12.09 13.82 15.54 17.271921.59 24.18 25.9 27.63 31.09 34.54 38.86 43.18 48.36 51.81110120-4.715.656.597.548.489.42 10.36 11.3 13.19 15.07 16.96 18.84 20.72 23.55 26.38 28.26 30.14 33.91 37.68 42.39 47.1 52.75 56.52120125-5.896.877.858.839.81 10.79 11.78 13.74 15.7 17.66 19.63 21.58 24.53 27.48 29.44

59、 31.4 35.32 39.25 44.16 49.06 54.95 58.88125130-6.127.148.169.1810.2 11.23 12.25 14.29 16.33 18.37 20.41 22.45 25.51 28.57 30.62 32.66 36.74 40.82 45.92 51.02 57.15 61.23130140-7.698.799.89 10.99 12.09 13.19 15.39 17.58 19.78 21.98 24.18 27.48 30.77 32.97 35.17 39.56 43.96 49.46 54.95 61.54 65.94140

60、150-8.249.4210.6 11.78 12.95 14.13 16.48 18.84 21.2 23.55 25.9 29.44 32.77 35.32 37.68 42.39 47.1 52.99 58.88 65.94 70.65150六角钢和八角钢的截面尺寸、理论重量及允许偏差一应符合下表的规定对边距离Smm允许偏差,mm截面面积A,cm2理论重量,kg/m1组2组3组六角钢八角钢六角钢八角钢80.250.350.400.544 3-0.435-90.701 5-0.551-100.866-0.68-111.048-0.823-121.247-0.979-131.464-1.15

61、-141.697-1.33-151.949-1.53-162.2172.121.741.66172.503-1.96-182.8082.6832.22.16193.126-2.45-203.4643.3122.722.6210.300.400.503.819-3224.1924.0883.293.15234.581-3.6-244.988-3.92-255.4135.1754.254.06265.854-4.6-276.314-4.96-286.796.4925.335.1307.7947.4526.125.85320.400.500.608.8688.4796.966.663410.0119

62、.5727.867.513611.22310.7318.818.423812.50511.9569.829.394013.8613.2510.8810.44215.28-11.99-4517.54-13.77-4819.95-15.66-5021.65-17-530.600.700.8024.33-19.1-5627.16-21.32-5829.13-22.87-6031.18-24.5-6334.37-26.98-6536.59-28.72-6840.04-31.43-7042.53-33.3-重量计算公式：六角钢W(kg/m)=0.0068*S2八角钢W(kg/m)=0.0065*S2注:

63、表中的理论重量按密度7.85g/cm3计算。表中截面面积(A)计算公式:A=1/4nS2tg/2*1/100六角形A=3/2S2tg300*1/1000.866S2*1/100八角形A=2S2tg22030*1/1000.828S2*1/100钢钢材材理理论论重重量量简简易易计计算算方方法法品品种种简简易易计计算算方方法法品品种种简简易易计计算算方方法法角角钢钢每每米米重重量量（千千克克）0.00785X0.00785X（边边宽宽边边宽宽边边厚厚方方钢钢每每米米重重量量（千千克克）0.00785X0.00785X边边宽宽X X边边宽宽圆圆钢钢每每米米重重量量（千千克克）0.00617X0.00

64、617X直直径径X X直直径径扁扁钢钢每每米米重重量量（千千克克）0.00785X0.00785X边边宽宽X X厚厚螺螺纹纹钢钢每每米米重重量量（千千克克）0.00617X0.00617X直直径径X X直直径径六六角角钢钢每每米米重重量量（千千克克）0.0068X0.0068X直直径径X X直直径径八八角角钢钢每每米米重重量量（千千克克）0.0065X0.0065X直直径径X X直直径径中中厚厚钢钢板板每每平平方方米米重重量量（千千克克）7.85X7.85X厚厚度度薄薄钢钢板板每每平平方方米米重重量量（千千克克）7.85X7.85X厚厚度度无无缝缝钢钢管管每每米米重重量量（千千克克）0.024

65、66X0.02466X壁壁厚厚焊焊接接钢钢管管每每米米重重量量（千千克克）0.02466X0.02466X壁壁厚厚热轧H型钢产品类别型号截面尺寸(mm)截面面积cm2理论重量kg/m截面特性参数惯性矩(cm4)惯性半径(cm)截面模数(cm3)（高度宽度）HBt1t2rIxIyixiyWxWyHW100100100100681021.917.23831344.182.4776.526.71251251251256.591030.3123.88472945.293.1113647宽1751751501507101340.5531.916605646.393.7322175.11751751751

66、757.5111351.4340.329009847.54.37331112翼2002002002008121664.2850.5477016008.614.9947716020020412121672.2856.7503017008.354.85503167缘2502502502509141692.1872.410800365010.86.29867292250255141416104.782.211500388010.56.09919304H300300294302121220108.38517000552012.57.141160365300300101520120.494.520500676013.17.491370450型300305151520135.410621600710012.67.241440466350350344348101620146115333001120015.18.781940646钢350350121920173.9137403001360015.28.842300776400400388402151524179.2141492001630016.69