实用最全常用各种钢材规格表

1、。附录常用型钢规格表普通工字钢符号： h高度；i 回转半径；b宽度；Sx半截面的面积矩；tw 腹板厚度；长度：t 翼缘平均厚度；型号 1018，长 5 19m；I 惯性矩；型号 2063，长 6 19m。W截面模量尺寸（ mm）截面面积理论重量x-x 轴y-y 轴型号hbttRIWiI/SIWIw2(kg/m)xxxxyyxymmmmmmmmmm(cm )43cmcm43cmcmcmcmcm10100684.57.66.514.311.2245494.148.69339.61.5112.61267458.4718.114.2488775.19114712.71.6114140805.59.17

2、.521.516.97121025.7512.26416.11.73161608869.9826.120.511271416.5713.99321.11.8918180946.510.78.530.724.116991857.3715.412326.22.0020a200100711.4935.527.923692378.1617.415831.62.11b102939.531.125022507.9517.116933.12.0722a2201107.512.39.5429919.222641.12.32b1129.546.536.535833268.7818.92

3、4042.92.2725a2501168131048.538.1501740110.221.728048.42.4b1181053.54252784229.9321.429750.42.3628a2801228.513.710.555.443.5711550811.324.334456.42.49b12410.56147.9748153411.12436458.72.44a1309.567.152.71108069212.827.745970.62.6232b32013211.51511.573.557.71162672712.627.348473.32.57c13413.579.962.71

4、217376112.326.951076.12.53a1361076.4601579687814.43155581.62.6936b3601381215.81283.665.61657492114.130.658484.62.64c1401490.871.31735196413.830.261487.72.6a14210.586.167.621714108615.934.466092.92.7740b40014412.516.512.594.173.822781113915.633.969396.22.71c14614.510280.123847119215.333.572799.72.67a

5、15011.510280.432241143317.738.58551142.8945b45015213.51813.511187.433759150017.438.18951182.84c15415.512094.535278156817.137.69381222.79a1581211993.646472185919.742.911221423.0750b50016014201412910148556194219.442.311711463.01c1621613910950639202619.141.912241512.96a16612.51351066557623422247.913661

6、653.1856b56016814.52114.514711568503244721.647.314241703.12c17016.515812471430255121.346.814851753.0763a63017613221515512294004298424.753.817021943.32b1781516713198171311724.253.217711993.25。1。c78017180141102339324923.952.618422053.2。2。H型钢符号： h高度；b宽度；t1 腹板厚度；i 回转半径；t2 翼缘厚度；Sx半截面的面积矩。I 惯性矩；W截面模量截面积质量

7、x-x 轴y-y 轴H型钢规格类别AqI xWxi xI yWyI y( hbt 1t2)cm2kg/m(cm4)(cm3)(cm)(cm4)(cm3 )(cm)1001006821.917.2 238376.576.54.1813426.72.471251256.5 930.3123.88471365.29294473.1115015071040.5531.916602216.3956475.13.731751757.5 1151.4340.329003317.59841124.3720020081264.2850.547704778.6116001604.99#200204121272.2

8、856.750305038.3517001674.8525025091492.1872.41080086710.836502926.29#2502551414104.782.21150091910.538803046.09#2943021212108.38517000116012.555203657.14HW3003001015120.494.520500137013.167604507.493003051515135.410621600144012.671004667.24#344348101614611533300194015.1112006468.783503501219173.9137

9、40300230015.2136007768.84#3884021515179.214149200254016.6163008099.52#3943981118187.614756400286017.318900951104004001321219.517266900334017.522400112010.1#4004082121251.519771100356016.82380011709.73#4144051828296.223393000449017.731000153010.2#4284072035361.4284119000558018.239400193010.4148100692

10、7.2521.410401406.1715130.22.351941506939.7631.227402838.350867.73.5724417571156.2444.1612050210.49851134.1829420081273.0357.31140077912.516001604.69340250914101.579.721700128014.636502926HM3903001016136.710738900200016.972104817.264403001118157.412456100255018.981105417.184823001115146.4115608002520

11、20.467704516.84883001118164.412971400293020.881205417.035823001217174.5137103000353024.376705116.635883001220192.5151118000402024.890206016.85#5943021423222.4175137000462024.9106007016.9。3。符号： h高度；b宽度；t1 腹板厚度；i 回转半径；t2 翼缘厚度；Sx半截面的面积矩。I 惯性矩；W截面模量截面积质量x-x轴y-y 轴H型钢规格类别AqI xWxi xI yWyI y( hbt 1t 2)cm2kg

12、/m(cm4)(cm3)(cm)(cm4)(cm3 )(cm)100505712.169.5419238.53.9814.95.961.11125606817.0113.341766.84.9529.39.751.31150755718.1614.367990.66.1249.613.21.65175905823.2118.212201407.2697.621.72.05198994.5 723.5918.516101638.27114232.22001005.5 827.5721.718801888.2513426.82.212481245832.8925.8356028710.425541

13、.12.782501256937.8729.7408032610.4294472.792981495.5 841.5532.6646043312.444359.43.263001506.5 947.5337.3735049012.450867.73.273461746953.1941.81120064914.5792913.8635017571163.66501370078214.79851133.93#40015081371.1255.81880094216.373497.93.21HN39619971172.1656.720000101016.714501454.4840020081384

14、.126623700119016.817401744.54#45015091483.4165.5271001200187931063.0844619981284.9566.729000130018.515801594.3145020091497.4176.533700150018.618701874.38#500150101698.2377.138500154019.89071213.04496199914101.379.541900169020.318401854.275002001016114.289.647800191020.521402144.33#5062011119131.3103

15、56500223020.825802574.435961991015121.295.169300233023.919801994.046002001117135.210678200261024.122802284.11#6062011220153.312091000300024.427202714.21#6923001320211.5166172000498028.690206026.537003001324235.5185201000576029.3108007226.78注： “#”表示的规格为非常用规格。4。普通槽钢符号：长度：同普通工字钢型号 5 8，长 512m；但 Wy为对应翼缘肢

16、尖型号 1018，长 519m；型号 2020，长 619m。尺寸（ mm）截面理论重x-x 轴y-y 轴y-y1 轴Z0型号面积量hbt wtRI xWxi xI yWyI yI y1(cm2 )(kg/m)(cm4)(cm3 )(cm)(cm4)(cm3)(cm)(cm4)(cm)550374.5776.925.442610.41.948.33.51.120.91.356.363404.87.57.58.456.635116.32.4611.94.61.1928.31.398804358810.248.0410125.33.1416.65.81.2737.41.4210100485.38.

17、58.512.741019839.73.9425.67.81.4254.91.5212.6126535.59915.6912.3138961.74.983810.31.5677.81.5914a1405869.59.518.5114.5356480.55.5253.2131.7107.21.71b6089.59.521.3116.7360987.15.3561.214.11.69120.61.6716a160636.5101021.9517.23866108.36.2873.416.31.83144.11.79b658.5101025.1519.75935116.86.183.417.61.8

18、2160.81.7518a18068710.510.525.6920.171273141.47.0498.6201.96189.71.88b70910.510.529.2922.991370152.26.8411121.51.95210.11.8420a200737111128.8322.6317801787.8612824.22.112442.01b759111132.8325.771914191.47.64143.625.92.09268.41.9522a22077711.511.531.8424.992394217.68.67157.828.22.23298.22.1b79911.511

19、.536.2428.452571233.88.42176.530.12.21326.32.03a787121234.9127.43359268.79.81175.930.72.24324.82.0725b250809121239.9131.333619289.69.52196.432.72.22355.11.99c8211121244.9135.253880310.49.3215.934.62.19388.61.96a827.512.512.540.0231.424753339.510.9217.935.72.33393.32.0928b280849.512.512.545.6235.8151

20、18365.610.59241.537.92.3428.52.02c8611.512.512.551.2240.215484391.710.35264.1402.27467.31.99a888141448.538.077511469.412.44304.746.42.51547.52.2432b3209010141454.943.18057503.512.11335.649.12.47592.92.16c9212141461.348.128603537.711.8536551.62.44642.72.13a969161660.8947.811874659.713.9645563.62.7381

21、8.52.4436b3609811161668.0953.4512652702.913.63496.766.92.7880.52.37c10013161675.2959.113429746.113.36536.6702.679482.34a10010.5181875.0458.9117578878.915.359278.82.811057.92.4940b40010212.5181883.0465.1918644932.214.98640.682.62.781135.82.44c10414.5181891.0471.4719711985.614.71687.886.22.751220.32.4

22、2等边角钢。5。单角钢双角钢型号圆重心截面惯性截面模量回转半径iy, 当 a 为下列数值角矩积矩质量WxmaWxmi10m12m14mRZ0AIxixix0iy06mm8mmxnmmm2(kg/m（mm）（ cm43(cm)(cm)）)(cm )(cm )361.130.890.400.660.290.50.70.31.01.11.21.31.495987543203.50.50.70.31.11.11.21.31.446.41.461.150.500.780.368381987637.31.431.120.821.120.460.70.90.41.21.31.41.51.6L25659764

23、313.50.70.90.41.31.31.41.51.647.61.861.461.031.340.594380875438.51.751.371.461.720.680.91.10.51.41.51.61.71.8L3015975314.50.91.10.51.41.51.61.71.848.92.281.791.842.080.87038975423102.111.662.582.590.991.11.30.71.71.71.81.92.019108643L3644.510.42.762.163.293.181.281.01.30.71.71.81.81.92.09803975510.7

24、2.382.653.953.681.561.01.30.71.71.81.91.92.086053198310.92.361.853.593.281.231.21.50.71.81.92.02.02.135964198L404511.33.092.424.604.051.601.21.50.71.81.92.02.12.22498642511.73.792.985.534.721.961.21.50.71.91.92.02.12.212808643312.22.662.095.174.251.581.31.70.92.02.12.22.22.396064197412.63.492.746.65

25、5.292.051.31.70.82.02.12.22.32.4L45849864251.31.70.82.12.12.22.32.45134.293.378.046.202.5172808642613.35.083.999.336.992.951.31.70.82.12.22.22.32.46182864313.42.972.337.185.361.961.51.91.02.22.32.42.42.556063186413.83.903.069.266.702.561.51.90.92.22.32.42.52.5L50449863195.51.51.90.92.32.32.42.52.651

26、4.24.803.7711.217.903.1332808531614.65.694.4613.058.953.681.51.90.92.32.42.42.52.61182864314.83.342.6210.196.862.481.72.21.12.52.52.62.72.8530742415.34.393.4513.188.633.241.72.11.12.52.52.62.72.8L5638129742610.21.72.11.12.52.62.62.72.8515.75.424.2516.023.97227041975816.88.376.5723.6314.06.031.62.11.

27、02.62.62.72.82.9681907531L6347174.983.9119.0311.24.131.92.41.22.72.82.93.03.0。6。266697429517.46.144.8213.35.081.92.41.22.82.82.93.03.123.17455296423617.87.295.7215.26.001.92.41.22.82.92.93.03.127.12334318646818.59.517.4718.57.751.92.31.22.82.93.03.13.134.4509375389119.311.669.1521.39.391.82.31.22.92

28、.93.03.13.2041.09862197534418.65.574.3714.15.142.12.71.43.03.13.23.23.326.3984741966519.16.885.4016.86.322.12.71.33.03.13.23.33.332.21639964199L70819.58.166.4119.37.482.12.71.33.13.13.23.33.4637.77518186319719.99.427.4021.68.592.12.61.33.13.23.23.33.443.0949838638820.310.678.3723.79.682.12.61.33.13.

29、23.33.33.448.17387520869520.37.415.8219.77.302.32.91.53.23.33.43.53.539.962296383620.78.806.9122.68.632.32.91.43.33.33.43.53.646.9111918539L75921.110.167.9825.49.932.32.81.43.33.43.43.53.6753.5709837532821.511.509.0327.911.22.22.81.43.33.43.53.53.659.96877520753122.214.1311.0932.413.62.22.81.43.33.4

30、3.53.63.6071.984646864190521.57.916.2122.78.342.43.11.63.43.53.63.73.748.7983963180621.99.407.3826.19.872.43.11.53.53.53.63.73.857.3571918536L80922.310.868.5329.311.32.43.11.53.53.63.63.73.8765.58768307538822.712.309.6632.312.82.43.01.53.53.63.73.73.873.503487520756123.515.1311.8737.615.62.43.01.53.53.63.73.83.8088.434246864198。7。等边角钢单角钢型号双角钢圆重心截面惯性截面模量回转半径i y, 当 a 为下列数值角矩积矩质量WxmaWxmi10m12m14mRZ0AIxixix0i y06mm8mmxnmmm（mm）2(kg/m43(cm)(cm)(cm )(cm )(cm )624.410.648.3582.7733.912.62.73.51.83.93.94.04.14.291911852724.812.39.