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H 型钢规格 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) HBt1t2r IxIyixiyWx HW 100100100100681021.917.23831344.182.4776.5 1251251251256.591030.3123.88472945.293.11136 1751751501507101340.5531.916605646.393.73221 1751751751757.5111351.4340.329009847.54.37331 200200 2002008121664.2850.5477016008.614.99477 20020412121672.2856.7503017008.354.85503 250250 2502509141692.1872.410800365010.86.29867 250255141416104.782.211500388010.56.09919 300300 294302121220108.38517000552012.57.141160 300300101520120.494.520500676013.17.491370 300305151520135.410621600710012.67.241440 350350 344348101620146115333001120015.18.781940 350350121920173.9137403001360015.28.842300 400400 388402151524179.2141492001630016.69.522540 394398111824187.6147564001890017.3102860 400400132124219.5172669002240017.510.13340 414405182824296.2233930003100017.710.24490 400408212124251.5197711002380016.89.733560 428407203524361.42841190003940018.210.45580 HM 150100148100691327.2521.410401516.172.35140 200150194150691639.7631.227405088.33.57283 2501752441757111656.2444.1612098510.44.18502 3002002942008122073.0357.311400160012.54.69779 35025034025091420101.579.721700365014.661280 400300390300101624136.710738900721016.97.262000 450300440300111824157.412456100811018.97.182550 500300 482300111528146.411560800677020.46.82520 488300111828164.412971400812020.87.032930 600300 582300121728174.5137103000767024.36.633530 588300122028192.5151118000902024.86.854020 594302142328222.41751370001060024.96.94620 HN 1759017590581023.2118.2122097.67.262.05140 200100 198994.571323.5918.516101148.272.2163 2001005.581327.5721.718801348.252.21188 250125 248124581332.8925.8356025510.42.78287 250125691337.8729.7408029410.42.79326 300150 2981495.581641.5532.6646044312.43.26433 3001506.591647.5337.3735050812.43.27490 350175 346174691653.1941.81120079214.53.86649 3501757111663.66501370098514.73.93782 4001504001508131671.1255.81880073416.33.21942 400200 3961997111672.1656.720000145016.74.481010 4002008131684.126623700174016.84.541190 4501504501509142083.4165.527100793183.081200 450200 4461998122084.9566.7290000158018.54.311300 4502009142097.4176.533700187018.64.381500 500200 49619991420101.379.541900184020.34.271690 500200101620114.289.647800214020.54.331910 506201111920131.310356500258020.84.432230 600200 596199101524121.295.169300198023.94.042330 600200111724135.210678200228024.14.112610 606201122024153.312091000272024.44.213000 700300 692300132028211.5166172000902028.66.534980 700300132428235.51852010001080029.36.785760 800300 729300142228243.4191254000993032.36.396400 800300142628267.421029200011700336.627290 HP 20020020020412121672.2856.7503017008.354.85503 250250 24425211111682.0564.48790294010.45.98720 250255141416104.782.211500388010.56.09919 300300 294302121220108.38517000552012.57.131150 300300101520120.494.520500676013.17.491370 300305151520135.410621600711012.67.241440 350350 338351131320135.310628200938014.48.331670 344354161620166.6131353001180014.68.432050 350350121920173.9137403001360015.28.842300 350357191920198.4156428001440014.78.532450 400400 388402151524179.2141492001630016.69.522540 394405181824215.2169599002000016.79.633040 400400132124219.5172669002240017.510.13340 414405182824296.2233930003100017.710.24490 400408212124251.5197711002380016.89.733560 428407203524361.42841190003940018.210.45580 注 1.““表示的规格为非常规格 2.“*“表示的规格,目前国内尚未生产 3.型号属于同一范围的产品,其内侧尺寸高度是一致的。 4.截面面积计算公式为“t1H-2t22Bt20.858r2“ 声明 1。本程序为上海同济大学2003级结构工程李凌志编制整理,目的是为了便于在电 脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算,程序根据新规范编制, 如有什么疑问请联系我,以便立刻修正 2。程序中黄底红字的部分需要使用者根据实际情况输入,黑色的部分请不要随便 更改,除非你发现有错误 emaillingzhi0512 OICQ49551484 如需获得更多Excel手算程序请登录 www.MyWebS HN Wy 26.7 47 75.1 112 160 167 292 304 365 450 466 646 776 809 951 1120 1530 1170 1930 30.2 67.7 113 160 292 481 541 451 541 511 601 701 21.7 23 26.8 41.1 47 59.4 67.7 91 113 97.9 145 174 106 159 187 185 214 257 199 228 271 H 型钢规格 截面特性参数 截面模数cm3 602 722 表面面 积m2/m 662 782 1671.16 2331.45 3041.46 3651.74 4501.75 4661.76 5352.02 6692.04 7762.04 8092.06 8092.31 9862.33 11202.33 15302.37 11702.35 19302.4 1.““表示的规格为非常规格 2.“*“表示的规格,目前国内尚未生产 3.型号属于同一范围的产品,其内侧尺寸高度是一致的。 4.截面面积计算公式为“t1H-2t22Bt20.858r2“
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