槽钢、方钢、矩形管矩形钢管的尺寸公差，规格表参考启一高度¥占一腿宽度J一腰厚度FF—平均腿厚度|广一内圆弧半径（n-腿端圆弧半径Iz-m性矩I炉一載面条数门一惯性半径；Z^-YY^Y｝轴间距$型号尺寸Pmm截面面駅cini$理论重量kg/mhbdfr550374.57.Q7+03.56.9285.A396.3$3404.87*57.5期8.4513,6348d35.08.08.Q4.010.2448.04^IC-100485.3.8.58.54,212.74810.007U.6126簡5+59+09.04,5I5.6S2J2.3L814a14058弟0g.sd.514,53514bUO60g*Q9.59.5皿21-31516.733IGa160636.310.010.05.021她17.24016160653*510.010.05.025-16219■為218a18068z+o10.S10.55.225-69020.174U180709,0【0+510,5'5-229.2&923上如29a200737.0II,Q1E05.52BtB3722.S3720200759+011,011.05.&32,837125*77?05.222触2814.033363«g16.36n8.19.J1118.12.24，23.4527.4131,3335*231.4235■40.5143.104&U4了53.4659.11鶉*965.2071.4336.247.9.3&.L244.945.6351.234&554*91214.61.340.0391.06注，截面图和表中掠注的圆砒径八「的竅据用肓L型设计，糸做交货寮社SO.9皈1175.3175.0616.答考数值X-XY-Yr.-v.cm坯"tm3",询甲V,cm3»、cm1iyf510.426.0l.M轧558.301-10冊・9L*3516.150.42,45gH.91.192S.41.3S25.31013U55*7SL&*G1.2737,41U339.719&3.957.8025.61.4154+91.52S2A却14+舗1H.238,01.5777,11.59$0.55B45.53n.o53.2L.701071,7117.16V96-3514.161.11.691211.671088666.2816.373,31.831441.8011?昭563017.683.41.S21611.75U1L27fl7-0420.09B.«1.96ISO1.8B1521370fi.B42\SJU1.952101.0417S17807.»624,21282.112442.01191191&7.64253L442.092681.952182卿S.6728+21582.232982.IQ23425708.423(M1762.213262.032703S709,823(M1762.243222.07282黏$09.4132.7I9«2.223531.9829536909.0755.92182.313841.92340476010.9J5*721S2.3338«2.103G6513010.637*92422.304292•&2393550010.440.32&»2*294631*95473760012.546.53052.505522*24509814012.249*23362.475932ae543翳9011.952.63742+476432.056601190014.0G3*54552.738182,t47031270013.666.94972+708802.377461340013.470.05362.679482.J48791759015.378,B5922,^110702.49932188OQ-_15.0"82.5«402,781140-一ai£・号可9861970014,786.26882-75i12202,422=a型号尺寸*mm截面面积kg/mAbdirricm2fl.565404山7.57,53.8S.5476.70912120535.59+09.04-515.33212.05924a240787,012.0L2.06-0M.21726.MO24b240809.012.012.06.039.0173O.62S24c2408211.012.012.06.04J.81754.39627a270427e512.512.5«.239.28430.83827b270849.512.512.56.244.68435.07727c270朋1U5i2*512^56.250.08439,31630a300857.513.513.56.843.90234.46330b500879.613.513.56.84取的239*17330c30089U.S13*513.S6*855.90243.B8a—-—型号参等数mx-xY-YFL齢Zo+cm玛pfT1P2川ijfcmJr»cm*lyfcmJ^rpCni1«.517.055.22.544.5912.0LA9醯3R3S1257*7錨4,7510.237.4L5«77*71.622025430509+4530.51742.2532；2-1024b27432809.1732.5L942.233552.0324c29335106.9634*42132.213882.0027a3234晰10.S35.521fl2.343932,1327b347468010.337,72392.114282.0627c372502010.139.82612.2S4672.0330a403605011,741.L2602.43^672.1730b4336500It.444.02892.415152-1330c4636950it.2|46.4$162.3856&2.09注：表中标注的EG弧半径八珂的数据用于孔塑设计.不做立货条件。型号允许偏菱*mifi烏度腿宽度±1.$±1.5+0.4>«*14±S.0±2.0±0.5>14*13±2.5±0疋>1&*30+3.0+0.7>30-40±3.0±3.S±0.8槽钢半均腿【見岌的允许偏SA+0,06^槽钢的瓷腰挠度不应超过0・15几槽钢腿的外缘斜度，单腿不大干双腿不大于2,5^6槽钢腿端*肩钝化不得便直径等于0」刘的圆棒通过*产品执行标准：GB/T3094-2000（国标）冷压异型钢管GB/T6728-2002（国标）矩形钢管尺寸规格表矩形钢管重量计算-矩形钢管尺寸规格表矩形钢管理论重量计算方法（边长+边长）X2X壁厚X0.00785X长度结构用冷弯空心型钢ASTMA500（美标）结构用碳素钢冷成型圆截面和异形截面焊接钢管和无缝钢管EN10219-1-2006（欧标）矩形钢管重量计算-矩形钢管尺寸规格表矩形钢管理论重量计算方法（边长+边长）X2X壁厚X0.0078...
