欧标钢材截面数据库(理论重量)
钢材理论重量表
热轧轻型工字钢：计算公式：W （kg/m ）=0.00785*边厚* （2边宽-边厚）不等边角钢：方管、矩形管重量：型号理论重量（kg/m）型号理论重量（kg/m）20*20*1.2 0.75 50*30*2.5 3.0225*25*1.2 0.94 50*30*3 3.640*40*2 2.29 50*32*2 2.240*40*2.5 3.02 50*35*2.5 3.3240*40*4 4.68 55*38*2 2.850*50*2.5 3.81 60*40*2.5 3.81 50*50*3 4.44 60*40*3 4.44 50*50*4 5.74 60*40*4 5.74 60*60*2.5 4.52 70*50*4 7.0260*60*3 5.38 80*60*3 7.09 60*60*4 7.02 80*60*4 8.22 70*70*4 8.22 80*60*5 10.25 70*70*5 10.2 90*40*2.5 5.19 80*80*4 9.96 90*60*5 10.47 80*80*6 13.85 100*60*3 7.3 100*100*4 11.65 100*60*4 9.16 100*100*8 23 100*60*5 11.53 120*120*4 14.16 100*60*4.5 14.41 160*160*4.5 19.2 160*80*4.5 15.84220*80*6 27.1有色金属：花纹钢板理论重量表常用金属材料重量计算公式（每千只重量）园钢重量（公斤）=0.00617*直径*直径乂长度方钢重量（公斤）=0.00785X边宽X边宽X长度六角钢重量（公斤）=0.0068X对边宽X对边宽X长度八角钢重量（公斤）=0.0065X对边宽X对边宽X长度螺纹钢重量（公斤）=0.00617X计算直径乂计算直径乂长度角钢重量（公斤）=0.00785X（边宽+边宽-边厚）X边厚X长度扁钢重量（公斤）=0.00785X厚度X边宽X长度钢管重量（公斤）=0.02466乂壁厚乂（外径-壁厚）X长度钢板重量（公斤）=7.85X厚度X面积园紫铜棒重量（公斤）=0.00698 乂直径乂直径乂长度园黄铜棒重量（公斤）=0.00668 乂直径乂直径乂长度园铝棒重量（公斤）=0.0022X直径X直径X长度方紫铜棒重量（公斤）=0.0089X边宽X边宽X长度方黄铜棒重量（公斤）=0.0085 X边宽X边宽X长度方铝棒重量（公斤）=0.0028X边宽X边宽X长度六角紫铜棒重量（公斤）=0.0077X对边宽X对边宽X长度六角黄铜棒重量（公斤）=0.00736X边宽X对边宽X长度六角铝棒重量（公斤）=0.00242X对边宽X对边宽X长度紫铜板重量（公斤）=0.0089X厚X宽X长度黄铜板重量（公斤）=0.0085X厚X宽X长度铝板重量（公斤）=0.00171X厚X宽X长度园紫铜管重量（公斤）=0.028X壁厚X（外径-壁厚）X长度园黄铜管重量（公斤）=0.0267X壁厚乂（外径-壁厚）X长度园铝管重量（公斤）=0.00879X壁厚X（外径-壁厚）X长度注：公式中长度单位为米，面积单位为平方米，其余单位均为毫米。
钢铁理论重量表
螺纹钢及圆钢筋的重量表螺纹钢Φ9-0.499kg/mΦ10-0.617kg/mΦ12-0.888kg/mΦ14-1.21kg/mΦ16-1.58kg/mΦ18-2.00kg/mΦ20-2.47kg/mΦ22-2.98kg/mΦ25-3.85kg/mΦ28-4.83kg/mΦ32-6.31kg/mΦ40-9.87kg/m同圆钢具体算法可以采用直径除以10然后平方再乘以0.617kg/m也就是10mm直径钢筋的每米重量这样就可以算出任何直径的钢筋重量直径相同的螺纹钢圆钢带肋钢每米重量都相等所以只需要考虑直径就行了,比如6mm钢每米重量就是0.6*0.6*0.617=0.222,这就是6mm钢筋每米的重量了直径乘以直径乘0.006165(国家标准)商家默认标准:直径乘以直径乘0.00617其他:方钢 W=0.00785乘边长的平方扁钢：W＝0．00785×宽×厚钢板 W＝7．85×宽×厚钢管：W＝（外径-壁厚）×壁厚×0．02466渡锌类：W＝原理论重量×1．06圆钢规格重量表规格截面面积重量（kg/m）Ф3.5 9.62 0.075Ф4 12.57 0.098Ф5 19.63 0.154Ф5.5 23.76 0.187Ф5.6 24.63 0.193Ф6 28.27 0.222Ф6.3 31.17 0.245Ф6.5 33.18 0.260Ф7 38.48 0.302Ф7.5 44.18 0.347Ф8 50.27 0.395Ф9 63.63 0.499Ф10 78.54 0.617Ф11 95.03 0.746Ф12 113.10 0.888Ф13 132.70 1.04Ф14 153.90 1.21Ф15 176.70 1.39Ф16 201.10 1.58Ф17 227.00 1.78Ф18 254.50 2.00Ф19 283.50 2.23Ф20 314.20 2.47Ф21 346.40 2.72Ф22 380.10 2.98Ф24 452.40 3.55Ф25 490.90 3.85Ф26 530.90 4.17Ф28 615.80 4.83Ф30 706.90 5.55Ф32 804.20 6.31Ф34 907.90 7.13工字钢型号尺寸（mm）截面面积（cm2）重量（kg/m）高腿宽腹厚10 100 68 4.5 14.3 11.212 120 74 5.0 17.8 14.014 140 80 5.5 21.5 16.916 160 88 6.0 26.1 20.518 180 94 6.5 30.6 24.120A 200 100 7.0 35.5 27.9 20B 200 102 9.0 39.5 31.1 22A 220 110 7.5 42.0 33.0 22B 220 112 9.5 46.4 36.4 24A 240 116 8.0 47.7 37.4 24B 240 118 10.0 52.6 41.2 27A 270 122 8.5 54.6 42.8 27B 270 124 10.5 60.0 47.1 30A 300 126 9.0 61.2 48.0 30B 300 128 11.0 67.2 52.7 30C 300 130 13.0 73.4 57.4 36A 360 136 10.0 76.3 59.9 36B 360 138 12.0 83.5 65.6 36C 360 140 14.0 90.7 71.2 40A 400 142 10.5 86.1 67.6 40B 400 144 12.5 94.1 73.8 40C 400 146 14.5 102 80.1槽钢规格重量表槽钢型号尺寸截面面积（cm2）重量（kg/m）高腿长腰厚5 50 37 4.5 6.93 5.446.5 65 40 4.8 8.54 6.708 80 43 5.0 10.24 8.0410 100 48 5.3 12.74 10.0012 120 53 5.5 15.36 12.0614A 140 58 6.0 18.51 14.5314B 140 60 8.0 21.31 16.7316A 160 63 6.5 21.95 17.2316B 160 65 8.5 25.15 19.7420A 200 73 7.0 28.83 22.6320B 200 75 9.0 32.83 25.7730A 300 85 7.5 43.89 34.4530B 300 87 9.5 49.59 36.1630C 300 89 11.5 55.89 43.81最近学了很多钢筋图，然后猛然不知道钢筋的计算，现在自己总结一下给大家分享直径为d的钢筋的理论重量＝d^2/100*0.617=d^2X0.00617^2为平方，0.617为直径为10钢筋的理论重量，只需要记住10钢筋的理论重量即可！直径12及以下的保留三位小数；直径12以上的保留两位小数；保留时候6舍7入！用钢筋直径(mm)的平方乘以0.006170.617是圆10钢筋每米重量。
标准钢材理论重量表及计算规则
标准钢材理论重量表及计算规则理论重量计算方法表序号材料名称单位重量（kg) 备注1 角钢m 7850X(边宽边宽-边厚）X边厚以“米”为单位计算(略小）2 圆钢m 6170X直径X直径以“米”为单位计算3 扁钢m 7850X边宽X边厚以“米”为单位计算4 钢管材m 24660X壁厚X（外径-壁厚）以“米”为单位计算5 钢板材m 7850X边宽X边厚以“米”为单位计算6 紫铜管m 26700X壁厚X（外径-壁厚）以“米”为单位计算7 黄铜管m 27960X壁厚X（外径-壁厚）以“米”为单位计算8 板材m2比重X厚度角钢：每米重量=0.00785*（边宽边宽-边厚）*边厚圆钢：每米重量=0.00617*直径*直径(螺纹钢和圆钢相同)扁钢：每米重量=0.00785*厚度*边宽管材：每米重量=0.02466*壁厚*（外径-壁厚）板材：每米重量=7.85*厚度黄铜管：每米重量=0.02670*壁厚*（外径-壁厚）紫铜管：每米重量=0.02796*壁厚*（外径-壁厚）铝花纹板：每平方米重量=2.96*厚度有色金属比重：紫铜板8.9黄铜板8.5锌板7.2铅板11.37有色金属板材的计算公式为：每平方米重量=比重*厚度密度表序号材料名称密度（kg/m3）1 钢材（综合）78502 不锈钢（综合）79303 紫铜89004 黄铜85005 铝27606 铝花纹板29607 铝合金28208 大理石27009 花岗岩300010 木材155011 玻璃251012 锌板720013 铅板11370序号材料名称规格理论重量(kg) 每吨米数角钢1 角钢25X3 1.12 892.862 角钢25X4 1.46 684.933 角钢30X3 1.37 729.934 角钢30X4 1.79 558.665 角钢40X3 1.85 540.546 角钢40X4 2.42 413.227 角钢40X5 2.98 335.578 角钢50X5 3.77 265.259 角钢63X5 4.82 207.4710 角钢63X6 5.72 174.8311 角钢70X7 7.40 135.1412 角钢80X8 9.66 103.52 槽钢1 槽钢5# 5.44 183.822 槽钢 6.3# 6.63 150.833 槽钢8# 8.05 124.224 槽钢10# 10.01 99.905 槽钢12# 12.06 82.926 槽钢14a# 14.54 68.787 槽钢16# 19.75 50.638 槽钢18# 23.00 43.489 槽钢20# 25.78 38.7910 槽钢20a# 22.64 44.17 扁钢1 扁钢25X3 0.59 1694.922 扁钢25X4 0.78 1282.053 扁钢25X5 0.98 1020.414 扁钢30X3 0.71 1408.455 扁钢30X4 0.94 1063.836 扁钢30X5 1.18 847.467 扁钢40X3 0.94 1063.838 扁钢40X4 1.26 793.659 扁钢50X5 1.96 510.20 无缝管1 无缝管32X2.5 1.82 549.452 无缝管38X3 2.59 386.103 无缝管42X3 2.89 346.024 无缝管57X3 3.99 250.635 无缝管76X4 7.10 140.856 无缝管89X4 8.38 119.337 无缝管108X4 10.26 97.478 无缝管114X4.5 12.15 82.309 无缝管133X4.5 14.26 70.1310 无缝管133X5 15.78 63.3711 无缝管159X5 18.99 52.6612 无缝管219X6 31.52 31.7313 无缝管273X9 58.59 17.0714 无缝管325X10 77.68 12.87镀锌无缝管1 镀锌无缝管32X2.5 1.91 523.562 镀锌无缝管38X3 2.72 367.653 镀锌无缝管42X3 3.03 78.374 镀锌无缝管57X3 4.19 330.035 镀锌无缝管76X4 7.46 238.666 镀锌无缝管89X4 8.80 134.057 镀锌无缝管108X4 10.77 113.648 镀锌无缝管114X4.5 12.76 92.859 镀锌无缝管133X4.5 14.97 66.8010 镀锌无缝管133X5 16.57 60.3511 镀锌无缝管159X5 19.94 50.1512 镀锌无缝管219X6 33.10 30.2113 镀锌无缝管273X9 61.52 16.2514 镀锌无缝管325X10 81.56 12.26 圆钢1 圆钢 5.5# 0.19 5263.162 圆钢6# 0.22 4545.453 圆钢 6.5# 0.26 3846.154 圆钢7# 0.30 3333.335 圆钢8# 0.40 2500.006 圆钢9# 0.50 2000.007 圆钢10# 0.62 1612.908 圆钢11# 0.75 1333.339 圆钢12# 0.89 1123.6010 圆钢13# 1.04 961.5411 圆钢14# 1.21 826.4512 圆钢15# 1.39 719.4213 圆钢16# 1.58 632.9114 圆钢17# 1.78 561.8015 圆钢18# 2.00 500.0016 圆钢19# 2.23 448.4317 圆钢20# 2.47 404.8618 圆钢21# 2.72 367.6519 圆钢22# 2.98 335.5720 圆钢23# 3.26 306.7521 圆钢24# 3.55 281.69镀锌圆钢1 镀锌圆钢 5.5# 0.20 5000.002 镀锌圆钢6# 0.23 4347.833 镀锌圆钢 6.5# 0.28 1250.004 镀锌圆钢7# 0.32 3571.435 镀锌圆钢8# 0.42 3125.006 镀锌圆钢9# 0.53 2380.957 镀锌圆钢10# 0.66 1886.798 镀锌圆钢11# 0.80 1515.159 镀锌圆钢12# 0.94 1063.8310 镀锌圆钢13# 1.10 909.0911 镀锌圆钢14# 1.28 781.2512 镀锌圆钢15# 1.47 680.2713 镀锌圆钢16# 1.67 598.8014 镀锌圆钢17# 1.89 529.1015 镀锌圆钢18# 2.12 471.7016 镀锌圆钢19# 2.36 423.7317 镀锌圆钢20# 2.62 381.6818 镀锌圆钢21# 2.88 347.2219 镀锌圆钢22# 3.16 316.4620 镀锌圆钢23# 3.46 289.0221 镀锌圆钢24# 3.76 265.96 焊接钢管1 2.75mm厚焊接钢管(外径21.3mm)DN15 1.26 793.652 2.75mm厚焊接钢管(外径26.4mm)DN20 1.63 613.503 3.25mm厚焊接钢管(外径33.5mm)DN25 2.42 413.224 3.25mm厚焊接钢管(外径42.3mm)DN32 3.13 319.495 3.5mm厚焊接钢管(外径48mm)DN40 3.84 260.4263.5mm厚焊接钢管(外径60mm)DN50 4.88 204.927 3.75mm厚焊接钢管(外径75.5mm)DN65 6.64 150.608 4.0mm厚焊接钢管(外径88.5mm)DN80 8.34 119.909 4.0mm厚焊接钢管(外径114mm)DN100 10.85 92.1710 4.5mm厚焊接钢管(外径140mm)DN125 15.04 66.4911 4.5mm厚焊接钢管(外径165mm)DN150 17.81 56.15 镀锌焊接钢管1 镀锌钢管DN15 1.34 746.272 镀锌钢管DN20 1.73 578.033 镀锌钢管DN25 2.57 389.114 镀锌钢管DN32 3.32 301.205 镀锌钢管DN40 4.07 245.706 镀锌钢管DN50 5.17 193.427 镀锌钢管DN65 7.04 142.058 镀锌钢管DN80 8.84 113.129 镀锌钢管DN100 11.50 86.9610 镀锌钢管DN125 15.94 62.7411 镀锌钢管DN150 18.88 52.97 焊接钢管1 钢板0.2mm 1.57 636.942 钢板0.25mm 1.96 509.423 钢板0.3mm 2.36 424.634 钢板0.35mm 2.75 363.905 钢板0.4mm 3.14 318.476 钢板0.45mm 3.53 283.057 钢板0.5mm 3.93 254.788 钢板0.55mm 4.32 231.599 钢板0.6mm 4.71 212.3110 钢板0.7mm 5.50 181.9811 钢板0.75mm 5.89 169.8412 钢板0.8mm 6.28 159.2413 钢板0.9mm 7.07 141.5414 钢板 1.0mm 7.85 127.3915 钢板 1.1mm 8.64 115.8116 钢板 1.2mm 9.42 106.1617 钢板 1.3mm 10.21 97.9418 钢板 1.4mm 10.99 90.9919 钢板 1.5mm 11.78 84.8920 钢板 1.6mm 12.56 79.6221 钢板 1.7mm 13.35 74.9122 钢板 1.8mm 14.13 70.7723 钢板 1.9mm 14.92 67.0224 钢板 2.0mm 15.70 63.69镀锌焊接钢管1 镀锌钢板0.2mm 1.87 534.762 镀锌钢板0.25mm 2.26 441.893 镀锌钢板0.3mm 2.66 376.654 镀锌钢板0.35mm 3.05 328.085 镀锌钢板0.4mm 3.44 290.706 镀锌钢板0.45mm 3.83 260.897 镀锌钢板0.5mm 4.23 236.698 镀锌钢板0.55mm 4.62 216.549 镀锌钢板0.6mm 5.01 199.6010 镀锌钢板0.7mm 5.80 172.5611 镀锌钢板0.75mm 6.19 161.6012 镀锌钢板0.8mm 6.58 151.9813 镀锌钢板0.9mm 7.37 135.7814 镀锌钢板 1.0mm 8.15 122.7015 镀锌钢板 1.1mm 8.94 111.9216 镀锌钢板 1.2mm 9.72 102.8817 镀锌钢板 1.3mm 10.51 95.1518 镀锌钢板 1.4mm 11.29 88.5719 镀锌钢板 1.5mm 12.08 82.7820 镀锌钢板 1.6mm 12.86 77.7621 镀锌钢板 1.7mm 13.65 73.2622 镀锌钢板 1.8mm 14.43 69.3023 镀锌钢板 1.9mm 15.22 65.7024 镀锌钢板 2.0mm 16.00 62.50你么知晓这么多的钢构行业知识？。
欧标型钢规格重量表
欧标不等边角钢欧标槽钢欧标轻型槽钢矩形钢管理论重量计算方法：（边长+边长）×2×壁厚×0.00785×长度圆钢规格重量表工字钢规格重量表槽钢规格重量表常用材料和构件的自重❖1.木材（kN/m3）2.胶合板材（kN/m2）3.金属矿产（kN/m3）4.土、砂、砂砾、岩石（kN/m3）5.砖（kN/m3）6.石灰、水泥、灰浆及混凝土（kN/m3）7.沥青（kN/m3）8.杂项（kN/m3）9.食品（kN/m3）10.砌体（kN/m3）11．隔墙与墙面（kN/m2）12.屋架、门窗（kN/m2）13.屋顶（kN/m2）14.顶棚（kN/m2）15.地面（kN/m2）16.建筑用压型钢板（kN/m2）材料基本性质常用名称及代号【信息时间：2010/8/9 阅读次数：338】【我要打印】【关闭】❖材料基本性质常用名称及代号❖密度质量密度孔隙率强度含水率重量吸水率体积吸水率软化系数渗透系数抗冻标号抗渗等级导热系数热阻比热蓄热系数蒸气渗透系数吸声系数热流量热流[量]密度热惰性密度代号ρ公式ρ=m/V常用单位g/cm3说明m：材料干燥状态下的重量(g) V：辑料绝对密实状态下的体积(cm3) 质量密度代号ρ0公式ρ0= m/V1常用单位g/cm3说明m：材料的重量(g)V1：材料在自然状态下的体积(cm3) 孔隙率代号ξ公式常用单位％说明计算松散状态的颗粒之间的V为颗粒体积，为松散体积强度代号ƒ公式=P/A>常用单位MPa(N/mm2)说明P：破坏时的重力(N)A：受力面积(mm2) 含水率代号W 公式m水/m 常用单位％说明m水：材料中所含水重(g)m：材料干燥重量(g) 重量吸水率代号B重公式常用单位％说明m：材料干燥重量(g)m1：材料吸水饱和状态下的重量(g) 体积吸水率代号B体公式常用单位％说明V1：材料在自然状态下的体积(cm3)m、m1、ρο同上软化系数代号Ψ公式Ψ=ƒ1/ ƒ0常用单位说明ƒ1：材料在水饱和状态下的抗压强度／mm2) ƒ：材料在干燥状态下的抗压强度(MPa或N／mm2) 渗透系数代号K 公式常用单位说明Q/A：单位时间内渗过材料试件单位面积的水量H/L：压力水头和渗透距离(试件厚度的比值) 抗冻标号代号Dx 公式常用单位说明材料在-15℃以下冻结，反复冻融后重量损失≤5%，强度损失≤25％的冻融次数抗渗等级代号S公式常用单位说明试件能承受的最大水压力值导热系数代号λ公式常用单位W/m·K (kcal/m·h·℃)说明物体淳1m，两表面温差1℃对，lh通过1m2围护结构表面积的热量热阻代号R公式常用单位m2·K/W (m2·h·℃/kcal)说明室外温差为l℃，使1kcal热量通过1m2围护结构表面积的热量比热代号 c公式c＝Q／P(t1-t2)常用单位kJ·K(kcal／kg·℃)说明Q：加热于物体所耗热量(Kj)P：材料重量(kg)t1-t2，物体加热前后的温度差蓄热系数代号S公式常用单位W/m2·K说明表面温度波动l℃时，在lh内，1m2围护结构表面吸收和散发的热量蒸气渗透系数代号μ公式常用单位g/m·h·mmHg说明材料厚1m，两侧水蒸气分压力差为1mmHg时，1h经过1m2表面积扩散的水蒸气量吸声系数代号 a公式常用单位％说明材料吸收声能与入射声能的比值热流量代号Q公式常用单位说明单位时间内自某物体传出和传入的热量热流[量]密度代号q公式常用单位W／m2 说明垂直于热流方向的单位面积的热流量热惰性代号 D公式常用单位注：常用单位中的（）为习用非法定单位。
钢材理论重量表大全
钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全钢材理论重量表大全本文由lsp60026贡献xls文档可能在WAP端浏览体验不佳。
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工字钢10# 12# 12.6# 14# 16# 18# 20# 22# 24# 25# 27# 28# a b a b a b a b a b a b a 30# b c a 32# b c a 33# b c a 36# b c a 40# b c a 45# b c a 50# b c a 55# b c a 56# b c a 60# b c a 63# b ckg/ kg/m11.261 14.00 14.223 16.9 20.51 24.14 27.93 31.07 33.07 36.52 37.48 41.25 38.11 42.03 42.83 47.1 43.49 47.89 48.08 52.8 57.5 52.72 57.74 62.77 53.4 58.6 63.8 60.037 65.689 71.341 67.6 73.88 80.16 80.42 87.49 94.55 93.65 101.5 109.35角钢20 25 30 35 3 4 3 4 3 4 3 4 3 36 4 5 3 40 4 5 3 45 4 5 6 3 50 4 5 6 3 56 4 5 8 4 5 63 6 8 10 4 5 70 6 7 8 5 6 75 7 8 10 5 6 80 7 8 10 6 7 90 8 10 12 6 7 5.44 6.63 6.71 8.045 10.01 12.06 12.32 14.54 16.73 17.24 19.75 20.17 22.99 22.64 25.78 24.999 28.45 26.86 30.63 34.4 27.41 31.3435.26 30.84 35.08 39.32 31.43 180 160 140 125 110 100 8 10 12 14 16 7 8 10 12 14 8 10 12 14 10 12 14 16 10 12 14 16 12 14 16 18 14kg/ kg/m0.89 1.15 1.12 1.46 1.38 1.79 2.1 2.57 1.65 2.16 2.654 1.852 2.422 2.976 2.088 2.736 3.369 3.985 2.332 3.059 3.77 4.465 2.624 3.446 4.251 6.568 3.907 4.822 5.721 7.469 9.151 4.372 5.397 6.406 7.398 8.373 5.818 6.905 7.976 9.03 11.089 6.211 7.376 8.525 9.658 11.874 8.35 9.656 10.946 13.476 15.64 9.366 10.83 12.276 15.12 17.898 20.611 23.257 11.926 13.532 16.69 18.782 22.809 15.5 19.133 22.696 26.123 21.488 25.522 29.49 33.393 24.729 29.391 33.587 38.518 33.159 38.383 43.542 48.634 42.894kg/ 不等边角钢 kg/m型号 2.5/1.6 3.2/2 3.5/2 4/2.5 4.5/2.8 5/3.2 边厚mm kg/m 3 0.912 4 1.176 3 1.1714 1.522 45 1.62 1.98 宽翼缘 H 型钢 HM 类别热轧H 热轧H型钢型号截面尺寸 KG/M 17.2 23.8 31.9 40.3 50.5 72.4 94.5 137 172 21.4 31.2 44.1 57.3 79.7 107 124 129 151 14.3 18.2 21.7 29.7 37.3 50 66 76.5 89.6 106 185 100*100 100*100 125*125 125*125 150*150 150*150 175*175175*175 200*200 200*200 250*250 250*250 300*300 300*300 350*350 350*350 400*400 400*400 150*100 148*100 200*150 194*150 宽翼缘 H 型钢 HM 250*175 244*175 300*200 294*200 350*250 340*250400*300 390*300 450*300 440*300 500*300 488*300 600*300 588*300 150*75 175*90 宽翼缘 H 型钢 HM150*75 175*90kg/ 圆钢 kg/mP=0.00617×直径2 2 5 5.5 6 6.5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 48 50 52 54 55 加厚 56 58 60 62 3.77 4.58 6.16 9.81 13.44 18.24 21.63 65 68 70 72 75 78 80 88 90 95 100 105 110 115 120 125 130 135 140 150 160 170 180 190 200 230 250 8.94 12.2 15.2 22.3 30.1 33.32 38.73 44.65 51.51 60.64 52.8 63.69 88.96 118.1 0.154 0.187 0.222 0.26 0.302 0.395 0.499 0.617 0.746 0.888 1.04 1.21 1.39 1.58 1.78 2 2.23 2.47 2.72 2.98 3.26 3.55 3.85 4.17 4.49 4.83 5.19 5.55 5.92 6.31 6.71 7.13 7.55 7.99 8.44 8.9 9.589.87 10.1 10.87 11.4 11.91 12.5 14.21 15.42 16.67 17.98 18.65 19.33 20.74 22.19 23.74 26.05 28.51 30.21 31.97 34.7 37.51 39.5 44.55 49.94 55.64 61.7 68 74.6 81.54 88.8 96.33 104.2 112.5 121 139 158 178.18 200 223 247 326.18 385.37 1黄铜板厚度 0.1 0.13 0.15 0.2 0.25 0.3 0.4 0.45 0.5 0.6 0.7 0.8 0.9 1 1.21.5 1.8 22.5 33.5 44.5 55.5 66.5 7 8 9 10 kg/m2 0.85 1.11 1.28 1.72.13 2.553.4 3.834.255.1 5.956.87.658.5 10.2 12.75 15.3 17 21.25 25.5 29.75 34 38.25 42.5 46.75 51 55.25 59.5 68 76.5 85kg/ 紫铜棒 kg/mP=0.006983×直径2 2 6 8 10 12 14 15 16 18 20 22 24 25 26 28 30 32 34 35 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 110 120 130 140 150 160 180 200 0.251 0.447 0.698 1.005 1.368 1.571 1.788 2.263 2.739 3.3794.022 4.364 4.725.486.2847.1498.071 8.5539.048 10.082 11.171 14.13917.445 21.11 25.13 29.5 34.21 39.27 44.69 50.45 56.56 63.02 69.83 84.49 100.55 118 136.86 157.11 178.76 266.24 279.32kg/ 黄铜棒 kg/mP=0.00667×直径2 2 5 6 7 8 9 10 12 14 15 16 17 18 19 20 22 24 25 26 28 30 32 34 35 36 38 40 42 44 45 46 48 50 52 54 55 56 58 60 62 64 65 66 68 0.17 0.24 0.33 0.42 0.52 0.66 0.95 1.29 1.48 1.68 1.9 2.18 2.37 2.63 3.18 3.78 4.11 4.45 5.16 6 6.82 7.7 8.17 8.64 9.63 10.69 11.77 12.91 13.38 14.05 15.37 16.68 18.05 19.44 20.18 20.91 22.43 24.03 25.65 27.33 28.19 29.06 30.86 32.7 37.54 42.72 48.23 54.07 60.25 66.76 80.7 96.04 112.72 130.73 150.07 170.75 216.1 266.8100×68×4.5 120×74×5 126×74×5 140×80×5.5 160×88×6180×94×6.5 200×100×7 200×102×9 220×110×7.5 220×112×9.5 240×116×8240×118×10 250×116×8 250×118×10 270×122×8.5 270×124×10.5 280×124×8.5280×130×10.5 300×126×9 300×128×11 300×130×13 320×130×9.5 320×132×11.5320×134×13.5 330×130×9.5 330×132×11.5 330×134×13.5 360×136×10 360×138×12 360×140×14 400×142×10.5 400×144×12.5 400×146×14.5 450×150×11.5450×152×13.5 450×154×15.5 500×158×12 500×160×14 500×162×163 1.484 4 1.936 3 1.687 4 2.203 3 1.908 4 2.494 3 2.153 4 2.8185 3.466 4 3.185 5 3.925.6/3.66.3/46 4.6387 5.339 4 3.57 5 4.403 6 5.218 7 6.011 5 4.808 6 5.699 87.431 10 9.098 5 5.005 6 5.935 7 6.848 8 7.745 5 5.661 类别 6 6.717 77.756 8 8.779 6 7.55 7 8.7228 9.878 10 12.142 6 8.35 重轨 7 9.656 8 10.946 10 13.476 6 8.35 79.656 8 10.94610 13.476 7 11.066 起重机轨轻轨7/4.5200*100 200*100 250*125 250*125 300*150 300*150 350*175 350*175400*200 400*200 450*200 450*200 500*200 500*200 600*200 600*200 700*300 700*3007.5/58/5钢轨理论重量表型号 9kg/m 12kg/m 15kg/m 22kg/m 30kg/m 33kg/m 38kg/m 43kg/m 50kg/m 60kg/m QU70 QU80 QU100 QU120 截面尺寸cm2 KG/M 11.39 15.54 19.33 28.39 38.32 250*250 49.5 57 65.877.45 67.3 81.13 113.32 150.449/5.6紫铜板厚度 0.03 0.04 0.05 0.06 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5 0.6 0.7 0.8 0.9 1 1.2 1.5 1.8 2 2.5 3 3.5 4 4.5 5 5.5 6 6.5 7 8 9 10 11 12 kg/m2 0.267 0.356 0.445 0.534 0.889 1.344 1.78 2.23 2.67 3.12 3.56 4.01 4.45 5.34 6.23 7.12 8.01 8.9 10.68 13.35 16.02 17.8 22.25 26.7 31.15 35.6 40.05 44.5 48.95 53.4 57.85 62.3 71.2 80.1 89 97.9 106.810/6.3550×166×12.5 105.34 550×168×14.5 114.0 550×170×16.5 123.0560×166×12.5106.32 560×168×14.5 115.11 560×170×16.5 600×176×13600×178×14 600×180×16 630×176×13 630×178×15 630×180×17 123.9 118.0 128.0 138.0 121.41 131.3 141.1910/8kg/ 铝板 kg/m20.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1.2 1.5 1.8 2 2.5 3 3.5 4 5 6 7 8 9 10 0.82 1.09 1.37 1.64 1.91 2.18 2.46 2.73 3.82 4.1 4.91 5.46 6.88 8.19 9.56 10.92 13.65 16.38 19.11 21.84 24.57 27.370 75 80 85 90 95 100 110 120 130 140 150 160 180 20011/7焊接钢管重量英制 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 4" 5" 6" 公称 DN15 DN20 DN25 DN32DN40 DN50 DN70 DN80 DN100 DN125 DN150 普通 1.25 1.63 2.42 3.13 3.84 4.88 6.64 8.3410.85 15.04 17.8112.5/88 12.551 10 15.474 12 18.33 8 14.16 10 17.475 12 20.724 14 23.908 10 19.872 12 23.592 14 27.247 16 30.835 10 22.273 12 26.464 14 30.589 16 34.649 12 27.4 31.7 35.9槽钢5# 6.3# 6.5# 8# 10# 12# 12.6# 14# 16# 18# 20# 22# a b a b a b a b a b a 24# b c a 25# b c a 27# b c akg/ kg/m50×37×4.5 63×40×4.8 65×40×4.8 80×43×5.3 100×48×5.3120×53×5.5 126×53×5.5 140×58×6 140×60×8 160×63×6.5 160×65×8.5 180×68×7 180×70×9 200×73×7 200×75×9 220×77×7 220×79×9 240×78×7 240×80×9240×82×11 250×78×7 250×80×9 250×82×11 270×82×7.5 270×84×9.5 270×86×11.5 280×82×7.514/916/1018/11镀锌钢管重量为焊接管的1.06倍钢板理论重量表钢板厚度 kg/m2 0.35 0.5 0.75 1 1.2 1.25 1.5 1.75 2 2.5 3 3.2 3.5 4 4.5 2.75 3.93 5.89 7.85 9.42 9.81 11.78 13.74 15.7 19.63 23.55 25.12 27.48 31.4 35.33 12 14 15 16 18 20 22 24 25 26 28 30 32 34 35kg/ kg/m2kg/m2 94.2 109.9 117.75 125.6 141.3 157.0 172.7 188.4 196.25 204.1 219.8 235.5251.2 266.9 274.75钢板厚度18/1214 1612 29.761 20/12.5 14 34.436 16 39.045 18 43.588铅板kg/m2 铅板kg/ kg11.37 17.06 22.74 28.43 34.11 39.8 1.5 2 2.5 3 3.528# b c a 30# b c a 32# b c a 33# b c a 36# b c280×84×9.5 280×86×11.5 300×85×7.5 300×87×9.5 300×89×11.5 320×88×8320×90×10 320×92×12 330×88×8 330×90×10 330×92×12360×96×9 360×98×11 360×100×1335.82 40.22 34.46 39.17 43.88 38.08 43.11 48.13 38.7 43.88 49.06 47.81 53.4 59.1220016 18 20 2448.68 54.401 60.056 71.1685 6 7 8 9 1039.25 47.1 54.95 62.8 70.65 78.536 38 40 42 44 45282.6 295.3 314.0 329.7 345.4 353.25280 300 320 350 400483.41 554.85 631.4 755.33 886.594 5 6 7 8 9 10 12 1545.48 56.85 68.22 79.59 90.96 102.33 113.7 136.44 170.55。
钢材理论重量表大全(经典)
米重量（Kg）=.00785×边宽×边宽 量（Kg）=.0068×对边直径×对边直径 量（Kg）=.0065×对边直径×对边直径 重量（Kg）=.00617×d0直径×d0直径 g）=.00785×（边宽＋边宽－边厚）×边厚 米重量（Kg）=.00785×厚度×边宽 （Kg）=.02466×壁厚×（外经－壁厚） （Kg）=.02466×壁厚×（外经－壁厚） 每米m2 重量（Kg）=.00785×厚度 每米m2 重量（Kg）=.00786×厚度
壁厚mm
长度m
净重
5
6
114.68
（公斤）
长mm 1000
宽mm 1000
钢板重量公式 厚度mm
5
重量（公斤） 39.25
名称 圆钢盘条 螺纹钢
方钢
单位 kg／m kg／m kg／m
计算公式
w=0.006165× d²
式中，d为直径 (mm)
W=0.00617×d ²
式中，d为断面 直径(mm)
W=0.00785×d ²
钢材理论重量计算公式 计算举例
直径80mm的圆钢，求每米质量 每米质量=0.00617×80²kg=39.488kg 断面直径为12mm的螺纹钢，求每米质量
每米质量=0.00617x12²kg=0.89kg 边宽30mm的方钢，求每米质量
方钢 扁钢 六角钢 八角钢
等边角钢 不等边角
钢 槽钢 工字钢 钢板
3.5，r为1.2 每米质量=0.00785×[4(30+20—4)+0.215(3.5²—2×1.2²)]kg =1.46kg 求80mm×43mm×5mm的槽钢每米质量。从GB707中查出该槽钢t为8，R为8，r为4
每米质量=0.00785[80×5十2×8(43—5)+0.349(8²-4²)]kg=8.04kg 求250rnm×118mm×10mm的工字钢每米质量。从GB706中查出该工字钢t为13。R为10，r为5
欧标型材截面库大全(理论数据完整版)
UBUser Registration No:Unregistered CopyDiagram Universal Beams to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness ofRoot Depth Second Moment RadiusElastic Plastic Buckling Torsional Warping Torsional Area per of of Web Flange Radiusbetween of Area of Gyration Modulus Modulus Parameter Index Constant Constant ofDesignationmetre Section Section filletsAxis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-yInertia Section M h b st r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/mmm mm mm mm mm mm cm 4cm 4cm cm cm 3cm 3cm 3cm 3 dm 6cm 4cm 21b c 914x419x388388921420.521.436.624.1799.67196354543838.29.591562721611766533410.88526.788.917344942b c 914x419x343343.3911.8418.519.43224.1799.66257803915637.89.461372618711547728900.88330.175.811934373b c 914x305x289289.1926.6307.719.53219.1824.45041871559737 6.511088310141257016010.86731.931.29263684b c 914x305x253253.4918.4305.517.327.919.1824.44363051330136.8 6.4295018711094213710.86636.226.46263235b c 914x305x224224.2910.4304.115.923.919.1824.43764141123636.3 6.278269739953511630.86141.322.14222866b c 914x305x201200.9903303.315.120.219.1824.4325254942335.7 6.07720462183519820.85446.818.42912567b c 838x292x226226.5850.9293.816.126.817.8761.73397041136034.3 6.277985773915512120.873519.35142898b c 838x292x194193.8840.7292.414.721.717.8761.7279175906633.6 6.06664162076409740.86241.615.23062479b c 838x292x176175.9834.9291.71418.817.8761.7246021779933.1 5.9589353568088420.85646.51322122410b c 762x267x197196.8769.826815.625.416.5686239957817530.9 5.71623461071679590.86933.211.3404251c All SectionsBS/EN Only Corus Only BS/EN+Corus 11b 762x267x173173762.2266.714.321.616.5686205282685030.5 5.58538751461988070.86438.19.3926722012b c 762x267x147146.9754265.212.817.516.5686168502545530 5.4447041151566470.85845.27.415918713b c 762x267x134133.9750264.41215.516.5686150692478829.7 5.3401836246445700.85449.8 6.4611917114b c 686x254x170170.2692.9255.814.523.715.2615.1170326663028 5.53491651856318110.87231.87.4230821715b c 686x254x152152.4687.5254.513.22115.2615.1150355578427.8 5.46437445550007100.87135.5 6.4222019416b c 686x254x140140.1683.5253.712.41915.2615.1136267518327.6 5.39398740945586380.86838.7 5.7216917817b c 686x254x125125.2677.925311.716.215.2615.1117992438327.2 5.24348134639945420.86243.9 4.811615918b c 610x305x238238.1635.8311.418.431.416.55402094711583726.37.2365891017748615740.88621.314.578530319b c 610x305x179179620.2307.114.123.616.55401530241140825.97.074935743554711440.88627.710.234022820b c 610x305x149149.2612.4304.811.819.716.5540125876930825.77411161145949370.88632.78.1720019021b c 610x229x140139.9617.2230.213.122.112.7547.6111777450525 5.03362239141426110.87530.6 3.9921617822b c610x229x125125.1612.222911.919.612.7547.698610393224.9 4.97322134336765350.87334.1 3.4515415923b c 610x229x113113607.6228.211.117.312.7547.687318343424.6 4.88287430132814690.8738 2.9911114424b c 610x229x101101.2602.6227.610.514.812.7547.675780291524.2 4.75251525628814000.86443.1 2.527712925b c 533x210x122122544.5211.912.721.312.7476.576043338822.1 4.67279332031965000.87727.6 2.3217815526b c 533x210x109109539.5210.811.618.812.7476.566822294321.9 4.6247727928284360.87530.9 1.9912613927b c 533x210x101101536.721010.817.412.7476.561519269221.94.57229225626123990.87433.21.81101129All Sections BS/EN Only Corus Only BS/EN+CorusUB User Registration No:Unregistered Copy Diagram Universal Beams to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm292.1533.1209.310.115.612.7476.555227238921.7 4.51207222823603560.87236.5 1.675.7117 28b c533x210x9282.2528.3208.89.613.212.7476.547539200721.3 4.38180019220593000.86441.6 1.3351.5105 29b c533x210x8298.3467.2192.811.419.610.2407.645727234719.1 4.33195724322323790.88125.7 1.18121125 30b c457x191x9831b c457x191x8989.3463.4191.910.517.710.2407.641015208919 4.29177021820143380.8828.3 1.0490.7114 32b c457x191x8282460191.39.91610.2407.637051187118.8 4.23161119618313040.87730.90.92269.2104 33b c457x191x7474.3457190.4914.510.2407.633319167118.8 4.2145817616532720.87733.90.81851.894.667.1453.4189.98.512.710.2407.629380145218.5 4.12129615314712370.87237.90.70537.185.5 34b c457x191x6782.1465.8155.310.518.910.2407.636589118518.7 3.37157115318112400.87327.40.59189.2105 35b c457x152x8274.2462154.49.61710.2407.632674104718.6 3.33141413616272130.87330.20.51865.994.5 36b c457x152x7437b c457x152x6767.2458153.891510.2407.62892791318.4 3.27126311914531870.86933.60.44847.785.659.8454.6152.98.113.310.2407.62550079518.3 3.23112210412871630.86837.50.38733.876.2 38b c457x152x6052.3449.8152.47.610.910.2407.62136964517.9 3.1195084.610961330.85943.90.31121.466.6 39b c457x152x5274.2412.8179.59.51610.2360.427310154517 4.04132317215012670.88227.60.60862.894.5 40b c406x178x7441b c406x178x6767.1409.4178.88.814.310.2360.424331136516.9 3.99118915313462370.8830.50.53346.185.560.1406.4177.97.912.810.2360.421596120316.8 3.97106313511992090.8833.80.46633.376.5 42b c406x178x6043b c406x178x5454.1402.6177.77.710.910.2360.418722102116.5 3.8593011510551780.87138.30.39223.16946403.2142.2 6.811.210.2360.41568553816.4 3.0377875.78881180.87138.90.2071958.6 44b c406x140x4639398141.8 6.48.610.2360.41250841015.9 2.8762957.872490.80.85847.50.15510.749.7 45b c406x140x3946b c356x171x6767.1363.4173.29.115.710.2311.619463136215.1 3.99107115712112430.88624.40.41255.785.5 47b c356x171x5757358172.28.11310.2311.616038110814.9 3.9189612910101990.88228.80.3333.472.6 48b c356x171x5151355171.57.411.510.2311.61413696814.8 3.867961138961740.88132.10.28623.864.9 49b c356x171x4545351.4171.179.710.2311.61206681114.5 3.7668794.87751470.87436.80.23715.857.3 50b c356x127x3939.1353.4126 6.610.710.2311.61017235814.3 2.6857656.865989.10.87135.20.10515.149.833.1349125.468.510.2311.6824928014 2.5847344.754370.30.86342.20.08128.7942.1 51b c356x127x3352b c305x165x5454310.4166.97.913.78.9265.211696106313 3.937541278461960.88923.60.23434.868.8 53b c305x165x4646.1306.6165.7 6.711.88.9265.2989989613 3.96461087201660.89127.10.19522.258.7 54b c305x165x4040.3303.4165610.28.9265.2850376412.9 3.8656092.66231420.889310.16414.751.348.1311125.39148.9265.2957546112.5 2.7461673.67111160.87323.30.10231.861.2 55b c305x127x48All Sections BS/EN Only Corus Only BS/EN+CorusUB User Registration No:Unregistered Copy Diagram Universal Beams to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J AHome kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm241.9307.2124.3812.18.9265.2819638912.4 2.753462.661498.40.87226.50.084621.153.456b c305x127x4257b c305x127x3737304.4123.47.110.78.9265.2717133612.3 2.6747154.553985.40.87229.70.072514.847.232.8312.7102.4 6.610.87.6275.9650119412.5 2.1541637.9481600.86631.60.044212.241.858b c305x102x3328.2308.7101.868.87.6275.9536615512.2 2.0834830.540348.50.85937.40.03497.435.959b c305x102x2824.8305.1101.6 5.877.6275.9445512311.9 1.9729224.234238.80.84643.40.0273 4.7731.660b c305x102x2543259.6147.37.212.77.6219654467710.9 3.52504925661410.89121.20.10323.954.861b c254x146x4337256146.4 6.310.97.6219553757110.8 3.48433784831190.8924.30.085715.347.262b c254x146x3763b c254x146x3131.1251.4146.168.67.6219441344810.5 3.3635161.339394.10.8829.60.0668.5539.764b c254x102x2828.3260.4102.2 6.3107.6225.2400517910.5 2.2230834.935354.80.87427.50.0289.5736.165b c254x102x2525.2257.2101.968.47.6225.2341514910.3 2.1526629.2306460.86631.50.023 6.423222254101.6 5.7 6.87.6225.2284111910.1 2.0622423.525937.30.85636.40.0182 4.152866b c254x102x2230206.8133.9 6.49.67.6172.428963858.71 3.1728057.531488.20.88121.50.037410.338.267b c203x133x3025.1203.2133.2 5.77.87.6172.423403088.56 3.123046.225870.90.87725.60.0294 5.963268b c203x133x2569b c203x102x2323.1203.2101.8 5.49.37.6169.421051648.46 2.3620732.223449.80.88822.50.01547.0229.419177.8101.2 4.87.97.6146.813561377.48 2.371532717141.60.88822.60.00987 4.4124.370b c178x102x1916152.488.7 4.57.77.6121.883489.8 6.41 2.110920.212331.20.8919.60.0047 3.5620.371b c152x89x16131277647.67.696.647355.7 5.35 1.847514.784.222.60.89516.30.00199 2.8516.572b c127x76x1373**Additional sizes 0486.61036.1308.53054.130867.910214202672140.6 6.571971717322320028000.86721.164.4429962074c1016x305x48775c1016x305x437436.91025.9305.426.94930867.99099062344740.4 6.491773915352076224690.86823.155.93185557392.7101630324.443.930868.28076892049640.2 6.41589913531853921680.86825.548.4233050076c1016x305x393349.41008.130221.14030868.17231311846040.3 6.441434612231659219410.87227.943.3171844577c1016x305x34978c1016x305x314314.3100030019.135.930868.26442121623240.1 6.371288410821485117130.87230.737.7126440079c1016x305x272272.3990.130016.53130868.15539741400440 6.35111909341282614700.8733532.283534780c1016x305x249248.7980.230016.52630868.24813061175439 6.0998217841135012450.86139.926.858231781c1016x305x222222970.33001621.130868.1407961954638 5.818409636980710200.8545.721.5390283SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/E N+CorusUC User Registration No:Unregistered Copy Diagram Universal Columns to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm21b c356x406x634633.9474.642447.67715.2290.22748459812518.4111158246291423571080.843 5.4638.8137238082b c356x406x551551455.6418.542.167.515.2290.2226938826711810.9996239511207660580.841 6.0531.192407023b c356x406x467467436.6412.235.85815.2290.21830036783417.510.7838332911000250340.839 6.8624.358085954b c356x406x39339341940730.649.215.2290.21466185536717.110.569982721822241540.8377.8718.935455015b c356x406x340339.9406.440326.642.915.2290.21225434685316.810.460312325699935440.8368.8515.523434336b c356x406x287287.1393.639922.636.515.2290.2998753867716.510.350751939581229490.83510.212.314413667b c356x406x235235.1381394.818.430.215.2290.2790853099316.310.241511570468723830.83412.19.548122998b c356x368x202201.9374.6374.716.52715.2290.2662612368816.19.635381264397219200.84413.47.165582579b c356x368x177177368.2372.614.423.815.2290.2571182052915.99.5431031102345516710.84415 6.09381226 10b c356x368x153152.9362370.512.320.715.2290.2485891755315.89.492684948296514350.84417 5.11251195 11b c356x368x129129355.6368.610.417.515.2290.2402461461115.69.432264793247911990.84419.9 4.18153164 12b c305x305x283282.9365.3322.226.844.115.2246.7788722463514.88.2743181529510523420.8557.65 6.352034360 13b c305x305x240240352.5318.42337.715.2246.7642032031514.58.1536431276424719510.8548.74 5.031271306 14b c305x305x198198.1339.9314.519.131.415.2246.7509041629914.28.0429951037344015810.85410.2 3.88734252 15b c305x305x158158.1327.1311.215.82515.2246.7387471256913.97.92369808268012300.85112.5 2.87378201 16b c305x305x137136.9320.5309.213.821.715.2246.7328141070013.77.832048692229710530.85114.2 2.39249174 17b c305x305x118117.9314.5307.41218.715.2246.727672905913.67.77176058919588950.8516.2 1.98161150 18b c305x305x9796.9307.9305.39.915.415.2246.722249730813.47.69144547915927260.8519.3 1.5691.2123 19b c254x254x167167.1289.1265.219.231.712.7200.329998987011.9 6.812075744242411370.8518.49 1.63626213 20b c254x254x132132276.3261.315.325.312.7200.322529753111.6 6.69163157618698780.8510.3 1.19319168 21b c254x254x107107.1266.7258.812.820.512.7200.317510592811.3 6.59131345814846970.84812.40.898172136 22b c254x254x8988.9260.3256.310.317.312.7200.314268485711.2 6.55109637912245750.8514.50.717102113 23b c254x254x7373.1254.1254.68.614.212.7200.311407390811.1 6.488983079924650.84917.30.56257.693.1 24b c203x203x8686.1222.2209.112.720.510.2160.8944931279.28 5.348502999774560.8510.20.318137110 25b c203x203x7171215.8206.41017.310.2160.8761825379.18 5.37062467993740.85311.90.2580.290.4 26b c203x203x6060209.6205.89.414.210.2160.8612520658.96 5.25842016563050.84614.10.19747.276.4 27b c203x203x5252206.2204.37.912.510.2160.852*******.91 5.185101745672640.84815.80.16731.866.3 28b c203x203x4646.1203.2203.67.21110.2160.8456815488.82 5.134501524972310.84717.70.14322.258.7 29b c152x152x3737161.8154.4811.57.6123.62210706 6.85 3.8727391.53091400.84813.30.039919.247.1 30b c152x152x3030157.6152.9 6.59.47.6123.61748560 6.76 3.8322273.32481120.849160.030810.538.3 31b c152x152x2323152.4152.2 5.8 6.87.6123.61250400 6.54 3.716452.618280.20.8420.70.0212 4.6329.2 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/E N+CorusUBP User Registration No:Unregistered Copy Diagram Universal Bearing Piles to BS4 Part1 1993[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling TorsionalWarping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm21b c356x368x174173.9361.4378.520.320.415.2290.2510091846315.29.132823976318614970.82115.8 5.373302212b c356x368x152152356.437617.817.915.2290.2439721587715.19.052468845276712930.82117.8 4.552231943b c356x368x133133352373.815.615.715.2290.23798313680158.992158732240611190.82220.1 3.871511694b c356x368x109108.9346.437112.812.915.2290.2306321098714.98.9176959219569030.82324.2 3.0584.61395b c305x305x223222.9337.9325.730.330.415.2246.7526991757713.67.8731191079365316800.8269.55 4.159432846b c305x305x186186328.3320.925.525.615.2246.7426101414313.47.732596881300313660.82711.1 3.245602377b c305x305x149149.1318.531620.620.715.2246.7330671091013.27.582076691237010660.82813.5 2.422951908b c305x305x126126.1312.3312.917.517.615.2246.727408900213.17.49175557519868850.82915.7 1.951821619b c305x305x110110307.9310.715.315.415.2246.7235637709137.42153149617207620.8317.7 1.65122140 10b c305x305x9594.9303.7308.713.313.315.2246.720045652912.97.35132042314746480.8320.2 1.3880121 11b c305x305x8888301.7307.812.412.315.2246.718425598412.87.31122138913605950.8321.6 1.2564.2112 12b c305x305x7978.9299.3306.41111.115.2246.716444532612.87.28109934812185310.83223.9 1.1146.9100 13b c254x254x8585.1254.3260.414.414.312.7200.312284421510.6 6.2496632410924980.82515.60.60781.8108 14b c254x254x7171249.7258121212.7200.310071343910.6 6.178072679044090.82618.40.48648.490.4 15b c254x254x6363247.1256.610.610.712.7200.38860301610.5 6.137172357993600.82720.50.42134.380.2 16b c203x203x5453.9204207.711.311.410.2160.8502717058.55 4.984931645572520.82715.80.15832.768.7 17b c203x203x4544.9200.2205.99.59.510.2160.8410013848.46 4.924101344592060.82718.60.12619.257.2 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/EN+CorusRSJ User Registration No:Unregistered Copy Diagram Joists with Taper Flanges to BS4 Part 1 1993[ALL Sections]Mass Depth Width Thickness of Root Toe Flange Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius Radius Taper between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r1r2αd I x I y r x r y Z x Z y S x S y u x H J A Home kg/m mm mm mm mm mm degrees mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm21b c254x203x8282254203.210.219.919.69.78166.612025228010.7 4.6794722410773710.89110.3121521052b254x114x3737.1254114.37.612.812.4 6.18199.3508226910.4 2.3940047.145979.10.88518.70.039125.247.33b c203x152x5252.2203.2152.48.916.515.57.68133.247988168.49 3.54721075411760.89110.70.071164.966.64b c152x127x3737.2152.412710.413.213.5 6.6894.31818378 6.19 2.8223959.627999.80.8669.320.018333.947.55b c127x114x2929.3127114.310.211.59.9 4.8879.5979242 5.12 2.5415442.318170.80.8538.760.0080720.837.46b c127x114x2726.8127114.37.411.49.95879.5946236 5.26 2.6314941.317268.20.8689.310.0078816.934.27b127x76x1616.512776.2 5.69.69.4 4.6886.557160.8 5.21 1.7901610426.40.89111.80.00209 6.7321.18b114x114x2727114.3114.39.510.714.2 3.2860.8736224 4.62 2.5512939.215165.80.8417.920.0060118.934.59b c102x102x2323101.6101.69.510.311.1 3.2855.2486154 4.07 2.2995.630.311350.60.8367.420.0032114.229.310b c102x44x77.4101.644.5 4.3 6.1 6.9 3.3874.61537.82 4.010.90730.1 3.5135.4 6.030.87214.90.00018 1.269.511b c89x89x1919.588.988.99.59.911.1 3.2844.2307101 3.51 2.026922.882.7380.83 6.570.0015811.524.912b76x76x151576.2808.98.49.4 4.6838.117260.93 1.7845.215.254.225.80.82 6.420.0007 6.8419.113b c76x76x1312.776.276.2 5.18.49.4 4.6838.115851.8 3.12 1.7941.513.648.722.40.8527.210.0006 4.616.2 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/EN Only Corus Only BS/EN+CorusRSC User Registration No:Unregistered Copy Diagram Channels to BS 4 Part 1 1993[ALL Sections]Mass Depth Width Thickness Radius Flange Depth Shear centre Second Moment Radius Elastic Elastic Plastic Plastic Buckling Torsional Warping Torsional Area Section per of of of of Taper between Position from of Area of Gyration Modulus Neutral Modulus Neutral Parameter Index Constant Constant of Designation Metre Section section Web Flange Root Toe in fillets web cg Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis Axis x-x Axis y-y Axis Inertia Section M h b s t r1r2αd eo Cs I x I y r x r y Z x Z y Cy S x S y Ceq u x H J A Home kg/m mm mm mm mm mm mm degrees mm cm cm cm4cm4cm cm cm3cm3cm cm3cm3cm dm6cm4cm21b432x102x6565.5431.8101.612.216.815.2 4.85362.5 3.13 4.832137362716 2.7499080 2.3112051520.9660.87524.50.21661.583.42b381x102x5555.01381101.610.416.315.2 4.85312.6 3.44 5.431486957914.6 2.8778175.7 2.529311440.920.89522.60.15346.470.13b305x102x4646.21304.8101.610.214.815.2 4.85239.3 3.59 5.73820849911.8 2.9153966.5 2.656381280.9660.89918.80.084235.958.94b305x89x4241.81304.888.910.213.713.7 3.25245.4 2.93 4.6707832611.5 2.4846448.6 2.1855992.60.8740.88720.30.055228.153.35b254x89x3635.6625488.99.113.613.7 3.25194.7 3.20 5.1644453029.89 2.5835046.7 2.4241489.60.8940.906170.034723.245.46b254x76x2828.1825476.28.110.912.2 3.25203.9 2.55 3.9933551629.67 2.1226428.1 1.8531653.80.7070.88621.20.019412.335.97b229x89x3332.68228.688.98.613.313.7 3.25169.9 3.32 5.4233832859.01 2.6129644.8 2.5334886.3 1.10.91215.50.026320.641.68b229x76x2626.08228.676.27.611.212.2 3.25177.8 2.70 4.3226151598.87 2.1922928.4227154.50.7270.90118.70.015111.633.29b203x89x3029.77203.288.98.112.913.7 3.25145.2 3.44 5.6824922658.11 2.6424542.4 2.6528781.7 1.40.916140.019218.137.910b203x76x2423.85203.276.27.111.212.2 3.25152.4 2.84 4.6219551528.02 2.2419227.7 2.1422653.50.8920.91116.50.011210.630.411b178x89x2726.79177.888.97.612.313.7 3.25121 3.55 5.9217532417.17 2.6619739.3 2.7623075.4 1.70.91512.60.013415.334.112b178x76x2120.84177.876.2 6.610.312.2 3.25128.8 2.93 4.813381347.1 2.2515124.8 2.217648.1 1.090.91115.30.007658.2726.613b152x89x2423.87152.488.97.111.613.7 3.2596.9 3.65 6.171168216 6.2 2.6615335.8 2.8717868.6 1.990.90911.20.0088212.730.414b152x76x1817.91152.476.2 6.4912.2 2.45105.9 2.96 4.85852114 6.11 2.2311221 2.2113041.2 1.150.90114.40.00486 6.0522.815b127x64x1514.9212763.5 6.49.210.7 2.4584 2.46 4.0748267.2 5.04 1.887615.2 1.9489.429.3 1.090.90911.60.00188 5.011916b102x51x1010.4101.650.8 6.17.69.1 2.4565.8 1.89 3.120729.1 3.95 1.4840.88.14 1.5148.715.70.7590.910.80.000512 2.5813.317b76x38x7 6.7176.238.1 5.1 6.87.6 2.4545.8 1.43 2.3774.310.7 2.95 1.1219.5 4.09 1.1923.57.780.6730.9089.060.000101 1.268.56 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000All Sections BS/E N Only Corus Only BS/E N+CorusPFC User Registration No:Unregistered Copy Diagram Parallel Flange Channels[ALL Sections]Mass Depth Width Thickness Root Depth Shear centre Second Moment Radius Elastic Elastic Plastic Plastic Buckling Torsional Warping Torsional Area Section per of of of Radius between Position from of Area of Gyration Modulus Neutral Modulus Neutral Parameter Index Constant Constant of Designation metre Section Section Web Flange fillets web cg Axis Axis Axis Axis Axis Axis Axis Axis Axis Axis Inertia Section M H B s T r d eo sc x-x y-y x-x y-y x-x y-y c y x-x y-y c eq u x H J A Home Kg/m mm mm mm mm mm mm cm cm cm4cm4cm cm cm3cm3cm cm3cm3cm dm6cm4cm21c430x100x6464.4430100111915362 3.27 5.342193972216.3 2.97102097.9 2.6212221760.9540.91722.50.2196382.12c380x100x54543801009.517.515315 3.48 5.791503464314.8 3.0679189.2 2.799331610.9040.93221.20.1545.768.73c300x100x4645.5300100916.515237 3.68 6.29822956811.9 3.1354981.7 3.05641148 1.310.944170.081336.8584c300x90x4141.430090915.512245 3.18 5.33721840411.7 2.7748163.1 2.65681140.8790.93418.40.058128.852.75c260x90x3534.82609081412208 3.32 5.66472835310.3 2.8236456.3 2.74425102 1.140.94217.20.037920.644.46c260x75x2827.62607571212212 2.62 4.37361918510.1 2.327834.4 2.1328620.6760.93220.50.020311.735.17c230x90x3232.2230907.51412178 3.46 6.0135183349.27 2.8630655 2.9235599.1 1.690.9515.10.027919.3418c230x75x2625.723075 6.512.512181 2.78 4.7527481819.17 2.3523934.8 2.327863.1 1.030.94717.30.015311.832.79c200x90x3029.72009071412148 3.6 6.3725233148.16 2.8825253.4 3.1229194.5 2.240.95412.90.019718.337.9 10c200x75x2323.420075612.512151 2.91 5.0919631708.11 2.3919633.8 2.4822760.8 1.530.95614.80.010711.129.9 11c180x90x2626.118090 6.512.512131 3.64 6.4818172777.4 2.8920247.4 3.1723283.5 2.360.94912.80.014113.333.2 12c180x75x2020.318075610.512135 2.87 4.9813701467.27 2.3815228.8 2.4117651.9 1.340.94615.30.007547.3425.9 13c150x90x2423.915090 6.51212102 3.71 6.691162253 6.18 2.8915544.4 3.317976.9 2.660.93610.80.008911.830.4 14c150x75x1817.915075 5.51012106 2.98 5.29861131 6.15 2.411526.6 2.5813247.2 1.810.94613.10.00467 6.122.8 15c125x65x1514.812565 5.59.51282 2.56 4.5348380 5.07 2.0677.318.8 2.2589.933.4 1.550.94211.10.00194 4.7218.8 16c100x50x1010.21005058.5965 1.94 3.4220832.34 1.5841.59.89 1.7348.917.6 1.180.942100.00049 2.5313 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000EAngles User Registration No:Unregistered Copy Diagram Equal Leg Angles to EN 10056-1: 1998[ALL Sections]Section Mass Root Toe Distance Second Moment Radius Elastic Area Section Dimensions per radius Radius to centre of Area of Gyration Modulus ofDesignation metre of gravity Axis Axis Axis Axis Axis Axis Axis Axis Sectiona x a x t a t M r1r2C x & C y Ix, Iy Ixy Iu Iv rx, ry r u r v Zx, Zy A Home mm mm kg/m mm mm cm cm4cm4cm4cm4cm cm cm cm3cm21b250x250x35250351281897.59264-54021466638627.549.48 4.87529163 2250x250x322503211820107.388597-50321362935657.579.53 4.874881503b250x250x28250281041897.247697-45281222631697.629.61 4.89433133 4250x250x252502593.620107.126975-41111108628647.659.64 4.93901195b c200x200x242002471.1189 5.843331-195352841378 6.067.64 3.923590.66b c200x200x202002059.9189 5.682851-167845291172 6.117.7 3.9219976.37b c200x200x182001854.2189 5.62600-153341321067 6.137.73 3.9318169.18b c200x200x162001648.5189 5.522341-138******** 6.167.76 3.9416261.89b180x180x181801848.6189 5.11866-10972963768 5.49 6.92 3.5214561.9 10b180x180x161801643.5189 5.021682-9912673692 5.51 6.95 3.5313055.4 11b160x160x151601536.2178.5 4.491099-6461745453 4.88 6.16 3.1395.546.1 12c150x150x181501840.1168 4.371050-6151665435 4.54 5.71 2.9298.751 13b c150x150x151501533.8168 4.25898-5281426370 4.57 5.76 2.9383.543 14b c150x150x121501227.3168 4.12737-4331170303 4.6 5.8 2.9567.734.8 15b c150x150x101501023168 4.03624-366991258 4.62 5.82 2.9756.929.3 16b130x130x121301223.5147 3.64472-278750195 3.975 2.5550.430 17c120x120x151201526.613 6.5 3.51445-260705185 3.62 4.56 2.3352.433.9 18b c120x120x121201221.613 6.5 3.4368-216584152 3.65 4.6 2.3542.727.5 19b c120x120x101201018.213 6.5 3.31313-184497129 3.67 4.63 2.363623.2 20c120x120x8120814.713 6.5 3.23255-150405105 3.69 4.65 2.3729.118.7 21c100x100x151001521.9126 3.02249-144393104 2.98 3.75 1.9335.627.9 22b c100x100x121001217.8126 2.9207-12132885.8 3.02 3.8 1.9429.122.7 23b c100x100x101001015126 2.82177-10428073 3.04 3.83 1.9524.619.2 24b c100x100x8100812.2126 2.74145-8523059.9 3.06 3.85 1.9619.915.5 25c90x90x12901215.911 5.5 2.66148-86.323461.7 2.7 3.4 1.7423.320.3 26b c90x90x10901013.411 5.5 2.58127-74.420152.6 2.72 3.43 1.7519.817.1 27b90x90x990912.211 5.5 2.54116-67.918447.9 2.73 3.44 1.7617.915.5 28b c90x90x890810.911 5.5 2.5104-61.216643.1 2.74 3.45 1.7616.113.9 29b c90x90x79079.6111 5.5 2.4592.5-54.314738.3 2.75 3.46 1.7714.112.2 30c90x90x69068.311 5.5 2.4180.3-4712733.3 2.76 3.47 1.7812.210.6 All Sections BS/EN Only Corus Only BS/EN+Corus31b c80x80x10801011.9105 2.3487.5-51.113936.4 2.41 3.03 1.5515.415.1 32b c80x80x88089.63105 2.2672.2-42.411529.9 2.43 3.06 1.5612.612.3 33c80x80x68067.34105 2.1755.8-32.788.523.1 2.44 3.08 1.579.579.35 34b75x75x87588.999 4.5 2.1459.1-34.793.824.5 2.27 2.86 1.461111.4 35b75x75x6756 6.859 4.5 2.0545.8-26.972.718.9 2.29 2.89 1.478.418.73 36c70x70x10701010.39 4.5 2.0957.2-33.390.524 2.09 2.63 1.3511.713.1 37c70x70x87088.369 4.5 2.0147.5-27.875.319.7 2.11 2.66 1.369.5210.6 38b70x70x77077.389 4.5 1.9742.3-24.867.117.5 2.12 2.67 1.368.419.4 39b c70x70x6706 6.389 4.5 1.9336.9-21.658.515.3 2.13 2.68 1.377.278.13 40b65x65x7657 6.839 4.5 1.8533.4-19.65313.9 1.96 2.47 1.267.188.7 41c60x60x1060108.6984 1.8534.9-20.155.114.8 1.78 2.23 1.168.4111.1 42b c60x60x86087.0984 1.7729.2-1746.112.2 1.8 2.26 1.16 6.899.03 43b c60x60x6606 5.4284 1.6922.8-13.436.19.44 1.82 2.29 1.17 5.29 6.91 44b c60x60x5605 4.5784 1.6419.4-11.330.78.03 1.82 2.3 1.17 4.45 5.82 45c50x50x8508 5.827 3.5 1.5216.3-9.4125.7 6.88 1.48 1.860.963 4.687.41 46b c50x50x6506 4.477 3.5 1.4512.8-7.520.3 5.34 1.5 1.890.968 3.61 5.69 47b c50x50x5505 3.777 3.5 1.411-6.4217.4 4.55 1.51 1.90.973 3.05 4.8 48b c50x50x4504 3.067 3.5 1.368.97-5.2414.2 3.73 1.52 1.910.979 2.46 3.89 49c50x50x3503 2.337 3.5 1.31 6.86-3.9810.8 2.88 1.52 1.910.986 1.86 2.96 50c45x45x645647 3.5 1.329.16-5.3314.5 3.83 1.34 1.690.867 2.88 5.09 51c45x45x5455 3.387 3.5 1.287.84-4.5812.4 3.26 1.35 1.70.871 2.43 4.3 52b45x45x4.545 4.5 3.067 3.5 1.267.15-4.1711.3 2.97 1.35 1.70.873 2.2 3.9 53c45x45x4454 2.747 3.5 1.23 6.43-3.7510.2 2.68 1.36 1.710.876 1.97 3.49 54c45x45x3453 2.097 3.5 1.18 4.93-2.857.78 2.07 1.36 1.710.882 1.49 2.66 55c40x40x6406 3.5263 1.2 6.31-3.669.97 2.65 1.19 1.490.77 2.26 4.48 56b c40x40x5405 2.9763 1.16 5.43-3.178.59 2.26 1.2 1.510.773 1.91 3.79 57b c40x40x4404 2.4263 1.12 4.47-2.617.09 1.86 1.21 1.520.777 1.55 3.08 58c40x40x3403 1.8463 1.07 3.45-2.01 5.45 1.44 1.21 1.520.783 1.18 2.35 59b35x35x4354 2.095 2.51 2.95-1.73 4.68 1.23 1.05 1.320.678 1.18 2.67 60c30x30x5305 2.185 2.50.918 2.16-1.25 3.410.9170.883 1.110.575 1.04 2.78 61b c30x30x4304 1.785 2.50.878 1.8-1.05 2.850.7540.892 1.120.5770.85 2.27 62b c30x30x3303 1.365 2.50.835 1.4-0.819 2.220.5860.899 1.130.5810.649 1.74 63c25x25x5255 1.78 3.5 1.750.799 1.21-0.686 1.90.5240.7310.9150.4810.711 2.26 64b c25x25x4254 1.45 3.5 1.750.762 1.02-0.588 1.610.430.7410.9310.4820.586 1.85 65b c25x25x3253 1.12 3.5 1.750.7230.803-0.469 1.270.3340.7510.9450.4840.452 1.42 66b20x20x32030.882 3.5 1.750.5980.392-0.2270.6180.1650.590.7420.3830.279 1.12 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000。
钢材规格型号理论重量表
钢材规格型号理论重量表钢材规格符号理论重量表序号材料规格理重(kg/m,kg/m2) 截面面积/cm2周长mm 精确周长mm 物资名称1 HW100x100x6x8 16.9 21.58 600 586.24 H型钢2 HW125x125x6.5x9 23.6 30 750 736.24 H型钢3 HW150x150x7x10 31.1 39.64 900 886.24 H型钢4 HW175x175x7.5x11 40.4 51.42 1050 1027.64 H型钢5 HW200x200x8x12 49.9 63.53 1200 1177.64 H型钢6 HW200x204x12x12 56.2 71.53 1216 1193.64 H型钢7 HW244x252x11x11 63.8 81.31 1496 1473.64 H型钢8 HW250x250x9x14 71.8 91.43 1500 1477.64 H型钢9 HW250x255x14x14 81.6 103.9 1520 1497.64 H型钢10 HW294x302x12x12 83.5 106.3 1796 1773.64 H型钢11 HW300x300x10x15 93 118.5 1800 1777.64 H型钢12 HW300x305x15x15 105 133.5 1820 1797.64 H型钢13 HW338x351x13x13 105 133.3 2080 2057.64 H型钢14 HW344x348x10x16 113 144 2080 2057.64 H型钢15 HW344x354x16x16 129 164.7 2104 2081.64 H型钢16 HW350x350x12x19 135 171.9 2100 2077.64 H型钢17 HW350x357x19x19 154 196.4 2128 2105.64 H型钢18 HW388x402x15x15 140 178.5 2384 2346.16 H型钢19 HW394x398x11x18 147 186.8 2380 2342.16 H型钢20 HW394x405x18x18 168 214.4 2408 2370.16 H型钢21 HW400x400x13x21 172 218.7 2400 2362.16 H型钢22 HW400x408x21x21 197 250.7 2432 2394.16 H型钢23 HW414x405x18x28 232 295.4 2448 2410.16 H型钢24 HW428x407x20x35 283 360.7 2484 2446.16 H型钢25 HW458x417x30x50 415 528.6 2584 2546.16 H型钢26 HW498x432x45x70 604 770.1 2724 2686.16 H型钢27 HW492x465x15x20 202 258 2844 2806.16 H型钢28 HW502x465x15x25 239 304.5 2864 2826.16 H型钢29 HW502x470x20x25 259 329.6 2884 2846.16 H型钢30 HM148x100x6x9 20.7 26.34 696 682.24 H型钢31 HM194x150x6x9 29.9 38.1 988 974.24 H型钢32 HM244x175x7x11 43.6 55.49 1188 1165.64 H型钢33 HM294x200x8x12 55.8 71.05 1388 1365.64 H型钢34 HM298x201x9x14 64.4 82.03 1400 1377.64 H型钢35 HM340x250x9x14 78.1 99.53 1680 1657.64 H型钢36 HM390x300x10x16 105 133.3 1980 1957.64 H型钢37 HM440x300x11x18 121 153.9 2080 2057.64 H型钢39 HM488x300x11x18 125 159.2 2176 2153.64 H型钢40 HM544x300x11x15 116 148 2288 2265.64 H型钢41 HM550x300x11x18 130 166 **** ****.64 H型钢42 HM582x300x12x17 133 169.2 2364 2341.64 H型钢43 HM588x300x12x20 147 187.2 2376 2353.64 H型钢44 HM594x302x14x23 170 217.1 2396 2373.64 H型钢45 HN100x50x5x7 9.3 11.84 400 386.24 H型钢46 HN125x60x6x8 13.1 16.68 490 476.24 H型钢47 HN150x75x5x7 14 17.84 600 586.24 H型钢48 HN175x90x5x8 18 22.89 710 696.24 H型钢49 HN198x99x4.5x7 17.8 22.68 792 778.24 H型钢50 HN200x100x5.5x8 20.9 26.66 800 786.24 H型钢51 HN248x124x5x8 25.1 31.98 992 978.24 H型钢52 HN250x125x6x9 29 36.96 1000 986.24 H型钢53 HN298x149x5.5x8 32 40.8 1192 1169.64 H型钢54 HN300x150x6.5x9 36.7 46.78 1200 1177.64 H型钢55 HN346x174x6x9 41.2 52.45 1388 1365.64 H型钢56 HN350x175x7x11 49.4 62.91 1400 1377.64 H型钢57 HN400x150x8x13 55.2 70.37 1400 1377.64 H型钢58 HN396x199x7x11 56.1 71.41 1588 1565.64 H型钢59 HN400x200x8x13 66 83.37 1600 1577.64 H型钢60 HN446x150x7x12 52.6 66.99 1492 1469.64 H型钢61 HN450x151x8x14 60.8 77.49 1504 1481.64 H型钢62 HN446x199x8x12 65.1 82.97 1688 1665.64 H型钢63 HN450x200x9x14 74.9 95.43 1700 1677.64 H型钢64 HN470x150x7x13 56.2 71.53 1540 1517.64 H型钢65 HN475x151.5x8.5x15.5 67.6 86.15 1556 1533.64 H型钢66 HN482x153.5x10.5x19 83.5 106.4 1578 1555.64 H型钢67 HN492x150x7x12 55.1 70.21 1584 1561.64 H型钢68 HN500x152x9x16 72.4 92.21 1608 1585.64 H型钢69 HN504x153x10x18 81.1 103.3 1620 1597.64 H型钢70 HN496x199x9x14 77.9 99.29 1788 1765.64 H型钢71 HN500x200x10x16 88.1 112.3 1800 1777.64 H型钢72 HN506x201x11x19 102 129.3 1816 1793.64 H型钢73 HN546x199x9x14 81.5 103.8 1888 1865.64 H型钢74 HN550x200x10x16 92 117.3 1900 1877.64 H型钢75 HN596x199x10x15 92.4 117.8 1988 1965.64 H型钢76 HN600x200x11x17 103 131.7 2000 1977.64 H型钢77 HN606x201x12x20 118 149.8 2016 1993.64 H型钢78 HN625x198.5x13.5x17.5 118 150.6 2044 2021.64 H型钢79 HN630x200x15x20 133 170 2060 2037.64 H型钢80 HN638x202x17x24 156 198.7 2084 2061.64 H型钢81 HN646x299x10x15 120 152.8 2488 2465.64 H型钢82 HN650x300x11x17 134 171.2 2500 2477.64 H型钢83 HN656x301x12x20 154 195.8 2516 2493.64 H型钢84 HN692x300x13x20 163 207.5 2584 2553.04 H型钢85 HN700x300x13x24 182 231.5 2600 2569.04 H型钢86 HN734x299x12x16 143 182.7 2664 2633.04 H型钢87 HN742x300x13x20 168 214 2684 2653.04 H型钢88 HN750x300x13x24 187 238 2700 2669.04 H型钢89 HN758x303x16x28 224 284.8 2728 2697.04 H型钢90 HN792x300x14x22 188 239.5 2784 2753.04 H型钢91 HN800x300x14x26 207 263.5 2800 2769.04 H型钢92 HN834x298x14x19 179 227.5 2860 2829.04 H型钢93 HN842x299x15x23 204 259.7 2880 2849.04 H型钢94 HN850x300x16x27 229 292.1 2900 2869.04 H型钢95 HN858x301x17x31 255 324.7 2920 2889.04 H型钢96 HN890x299x15x23 210 266.9 2976 2945.04 H型钢97 HN900x300x16x28 240 305.8 3000 2969.04 H型钢98 HN912x302x18x34 283 360.1 3032 3001.04 H型钢99 HN970x297x16x21 217 276 3128 3097.04 H型钢100 HN980x298x17x26 248 315.5 3152 3121.04 H型钢101 HN990x298x17x31 271 345.3 3172 3141.04 H型钢102 HN1000x300x19x36 310 395.1 3200 3169.04 H型钢103 HN1008x302x21x40 345 439.3 3224 3193.04 H型钢104 HT95x48x3.2x4.5 5.98 7.62 382 368.24 H型钢105 HT97x49x4x5.5 7.36 9.37 390 376.24 H型钢106 HT96x99x4.5x6 12.7 16.2 588 574.24 H型钢107 HT118x58x3.2x4.5 7.26 9.25 468 454.24 H型钢108 HT120x59x4x5.5 8.94 11.39 476 462.24 H型钢109 HT119x123x4.5x6 15.8 20.12 730 716.24 H型钢110 HT145x73x3.2x4.5 9 11.47 582 568.24 H型钢111 HT147x74x4x5.5 11.1 14.12 590 576.24 H型钢112 HT139x97x3.2x4.5 10.6 13.43 666 652.24 H型钢113 HT142x99x4.5x6 14.3 18.27 680 666.24 H 型钢114 HT144x148x5x7 21.8 27.76 880 866.24 H型钢115 HT147x149x6x8.5 26.4 33.67 890 876.24 H型钢116 HT168x88x3.2x4.5 10.6 13.55 688 674.24 H型钢117HT171x89x4x6 13.8 17.58 698 684.24 H型钢118 HT167x173x5x7 26.2 33.32 1026 1003.64 H型钢119 HT172x175x6.5x9.5 35 44.64 1044 1021.64 H型钢120 HT193x98x3.2x4.5 12 15.25 778 764.24 H型钢121 HT196x99x4x6 15.5 19.78 788 774.24 H型钢122 HT188x149x4.5x6 20.7 26.34 972 958.24 H型钢123 HT192x198x6x8 34.3 43.69 1176 1153.64 H型钢124 HT244x124x4.5x6 20.3 25.86 984 970.24 H型钢125 HT238x173x4.5x8 30.7 39.12 1168 1145.64 H型钢126 HT294x148x4.5x6 25 31.9 1180 1157.64 H型钢127 HT286x198x6x8 38.7 49.33 1364 1341.64 H型钢128 HT340x173x4.5x6 29 36.97 1372 1349.64 H型钢129 HT390x148x6x8 37.3 47.57 1372 1349.64 H型钢130 HT390x198x6x8 43.6 55.57 1572 1549.64 H型钢131 TW50x100x6x8 8.47 10.79 500 486.24 T型钢132 TW62.5x125x6.5x9 11.8 15 625 611.24 T型钢133 TW75x150x7x10 15.6 19.82 750 736.24 T型钢134 TW87.5x175x7.5x11 20.2 25.71 875 852.64 T型钢135 TW100x200x8x12 24.9 31.76 1000 977.64 T型钢136 TW100x204x12x12 28.1 35.76 1016 993.64 T型钢137 TW125x250x9x14 35.9 45.71 1250 1227.64 T型钢138 TW125x255x14x14 40.8 51.96 1270 1247.64 T型钢139 TW147x302x12x12 41.7 53.16 1502 1479.64 T型钢140 TW150x300x10x15 46.5 59.22 1500 1477.64 T型钢141 TW150x305x15x15 52.4 66.72 1520 1497.64 T型钢142 TW172x348x10x16 56.5 72 1736 1713.64 T型钢143 TW175x350x12x19 67.5 85.94 1750 1727.64 T型钢144 TW194x402x15x15 70 89.22 1996 1958.16 T型钢145 TW197x398x11x18 73.3 93.4 1986 1948.16 T型钢146 TW200x400x13x21 85.8 109.3 2000 1962.16 T型钢147 TW200x408x21x21 98.4 125.3 2032 1994.16 T型钢148TW207x405x18x28 116 147.7 2034 1996.16 T型钢149 TW214x407x20x35 142 180.3 2056 2018.16 T型钢150 TM74x100x6x9 10.3 13.17 548 534.24 T型钢151 TM97x150x6x9 15 19.05 794 780.24 T型钢152 TM122x175x7x11 21.8 27.74 944 921.64 T型钢153 TM147x200x8x12 27.9 35.52 1094 1071.64 T型钢154 TM149x201x9x14 32.2 41.01 1102 1079.64 T型钢155 TM170x250x9x14 39.1 49.76 1340 1317.64 T型钢156 TM195x300x10x16 52.3 66.62 1590 1567.64 T型钢157 TM220x300x11x18 60.4 76.94 1640 1617.64 T型钢158 TM241x300x11x15 55.4 70.58 1682 1659.64 T型钢159 TM244x300x11x18 62.5 79.58 1688 1665.64 T型钢160 TM272x300x11x15 58.1 73.99 1744 1721.64 T型钢161 TM275x300x11x18 65.2 82.99 1750 1727.64 T型钢162 TM291x300x12x17 66.4 84.6 1782 1759.64 T型钢163 TM294x300x12x20 73.5 93.6 1788 1765.64 T型钢164 TM297x302x14x23 85.2 108.5 1802 1779.64 T型钢165 TN50x50x5x7 4.65 5.92 300 286.24 T型钢166 TN62.5x60x6x8 6.55 8.34 365 351.24 T型钢167 TN75x75x5x7 7 8.92 450 436.24 T型钢168 TN85.5x89x4x6 6.9 8.79 527 513.24 T型钢169 TN87.5x90x5x8 8.98 11.44 535 521.24 T型钢170 TN99x99x4.5x7 8.9 11.34 594 580.24 T型钢171 TN100x100x5.5x8 10.5 13.33 600 586.24 T型钢172 TN124x124x5x8 12.6 15.99 744 730.24 T型钢173 TN125x125x6x9 14.5 18.48 750 736.24 T型钢174 TN149x149x5.5x8 16 20.4 894 871.64 T型钢175 TN150x150x6.5x9 18.4 23.39 900 877.64 T型钢176 TN173x174x6x9 20.6 26.22 1042 1019.64 T型钢177 TN175x175x7x11 24.7 31.45 1050 1027.64 T型钢178 TN198x199x7x11 28 35.7 1192 1169.64 T型钢179 TN200x200x8x13 32.7 41.68 1200 1177.64 T型钢180 TN223x150x7x12 26.3 33.49 1046 1023.64 T型钢181TN225x151x8x14 30.4 38.74 1054 1031.64 T型钢182 TN223x199x8x12 32.6 41.48 1242 1219.64 T型钢183 TN225x200x9x14 37.5 47.71 1250 1227.64 T型钢184 TN235x150x7x13 28.1 35.76 1070 1047.64 T型钢185 TN237.5x151.5x8.5x15.5 33.8 43.07 1081 1058.64 T型钢186 TN241x153.5x10.5x19 41.8 53.2 1096 1073.64 T型钢187 TN246x150x7x12 27.6 35.1 1092 1069.64 T型钢188 TN250x152x9x16 36.2 46.1 1108 1085.64 T型钢189 TN252x153x10x18 40.6 51.66 1116 1093.64 T型钢190 TN248x199x9x14 39 49.64 1292 1269.64 T型钢191 TN250x200x10x16 44.1 56.12 1300 1277.64 T型钢192 TN253x201x11x19 50.8 64.65 1310 1287.64 T型钢193 TN273x199x9x14 40.7 51.89 1342 1319.64 T型钢194 TN275x200x10x16 46 58.62 1350 1327.64 T型钢195 TN298x199x10x15 46.2 58.87 1392 1369.64 T型钢196 TN300x200x11x17 51.7 65.85 1400 1377.64 T型钢197 TN303x201x12x20 58.8 74.88 1410 1387.64 T型钢198 TN312.5x198.5x13.5x17.5 59.1 75.28 1419 1396.64 T型钢199 TN315x200x15x20 66.7 84.97 1430 1407.64 T型钢200 TN319x202x17x24 78 99.35 1446 1423.64 T型钢201 TN323x299x10x15 59.9 76.26 1842 1821.36 T型钢202 TN325x300x11x17 67.2 85.6 1850 1827.64 T型钢203 TN328x301x12x20 76.8 97.88 1860 1837.64 T型钢204 TN346x300x13x20 80.9 103.1 1892 1869.64 T型钢205 TN350x300x13x24 90.4 115.1 1900 1877.64 T型钢206 TN396x300x14x22 94 119.8 1992 1961.04 T型钢207 TN400x300x14x26 103 131.8 2000 1969.04 T型钢208 TN445x299x15x23 105 133.5 2086 2055.04 T型钢209 TN450x300x16x28 120 152.9 2100 2069.04 T型钢210 TN456x302x18x34 141 180 **** ****.04 T型钢211 Z140x50x20x36.01 Z型钢212 Z160x50x20x2.5 5.87 Z型钢213 Z180x60x20x2.5 6.289 Z型钢214 Z180x60x20x37.454 Z型钢215 Z200x60x20x2.5 6.681 Z型钢216 Z200x60x20x3 7.925 Z型钢217 -25x3 0.59 56 扁钢218 -25x4 0.78 58 扁钢219 -25x5 0.98 60 扁钢220 -25x6 1.18 62 扁钢221 -25x7 1.37 64 扁钢222 -25x8 1.57 66 扁钢223 -25x9 1.77 68 扁钢224 -25x10 1.96 70 扁钢225 -25x11 2.16 72 扁钢226 -25x12 2.36 74 扁钢227 -25x14 2.75 78 扁钢228 -25x16 3.14 82 扁钢229 -28x3 0.66 62 扁钢230 -28x4 0.88 64 扁钢231 -28x5 1.1 66 扁钢232 -28x6 1.32 68 扁钢233 -28x7 1.54 70 扁钢234 -28x8 1.76 72 扁钢235 -28x9 1.98 74 扁钢236 -28x10 2.2 76 扁钢237 -28x11 2.42 78 扁钢238 -28x12 2.64 80 扁钢239 -28x14 3.08 84 扁钢240 -28x16 3.53 88 扁钢241 -30x3 0.71 66 扁钢242 -30x4 0.94 68 扁钢243 -30x5 1.18 70 扁钢。
欧标热轧IPE、HEA、UNP等与国标型钢性能参数对照
欧标热轧IPE、HEA、UNP等与国标型钢性能参数对照————————————————————————————————作者：————————————————————————————————日期：１、热轧IＰE（欧标H型钢）数据：代号ﻫU尺寸截面积ﻫ(cm2)单位重量ﻫ(kg/m) 高h 腿宽b 腰厚s 腿厚t 圆弧半径ｒIPE AA-8０78 46 3．２ 4.2 5 6．3１ 4.95ＩPE A-8０７８46 3.3 4.2 ５６.38 5IPE-8０8０46 3.8 ５.2 5 ７.64 6 IPE AA-１00 97.6 55 ３．6 ４.4 ７8.56 6．72IPE A-100 98 ５５３.６ 4.7 7 8．7８６．89IPE-10０100 55 4.1 5.7 ７10.32 ８.１0 IPE ＡA-120 １17 6４3．8 4.8 7 10．65 8.36IPE A-1２0 117.６64 3.8 ５.１7 11.03 8.66IPE－１20 12０６4 4.4 6.３7 1３.21 10.４ＩＰE AＡ－140 １36．6 73 3.8 5.2 7 1２.８0 10.0５IＰE Ａ-140 1３7.4 73 3.8 5.6 7 13.３9 1０．5IＰE－140 1４0 73 4．7 6．9 7 １6.43 12.9 IＰE AA-１60 1５6．4 82 4 ５.6 7 15.６8 12.31 IPE Ａ－160 157 8２ 4.０ 5.９9 １6.1８12．7IPE-160 16０8２ 5.0 7.4 9 20.０9 １５.8 IPE AA-180 176.4 9１４.３６.2 9 １９．０3 14.94 IPＥA-180 17７91 4.3 6.5 9 19.58 １5.4ＩPE-180 １80 ９1 ５.3 8.０9 23.95 １8.８IPＥＡA-２00 196．4 100 ４．5 ６.7 12 2２.８7 １7.９5 IPＥ A-200 197 100 ４.５7.０１２23.4７18．4IPＥ－200 200 １０0 5.6 8.5 1２２8.48 ２2.4 IPＥ AＡ－2２０216.4 1１0 ４.7 7．4 12 26.9９21．19 ＩPＥＡ-220 21７110 ５.0 ７.7 12 28.26 ２2．2ＩPE-2２0 220 １10 5.９9.2 １2 ３3.37 ２6.２IＰE AＡ-２40 236.4 1２0 4.8 ８15 31.７１24.89 ＩPＥA-24０23７120 ５.2 ８.3 15 33.31 26.２IPE-24０240 １２0 6.2 9．8 １5 ３9.12 30.7IPE AA / IPE Ａ／IＰE / ＩＰE O尺寸允许偏差h ｂs ｔ代号允许偏差代号允许偏差代号允许偏差代号允许偏差８０-120 ±2.0 80－１20 ±２.0 80－1２0 ±0.5 8０－１20 ±1.０140-１80+3.0－2.0140-１８0＋3.0－2.0140-270 ±0．７5 1４0－270 ±1.520０-400 ±3．0 20０-360 ±3．0 5０0-６０0 ±１．０50０-600 ±2.0 450-500 ±４.0 40０-60０±4．０————550-6０0 ±5.0 ——————2、热轧国标Ｈ型钢数据：型号尺寸(mm）型号尺寸(mｍ) H Ｘ B t１t２H X B t1 t２１00X100 １00Ｘ100 6 8100Ｘ5０１００X５0 5 71２5X125 １２５X125 ６.5 9 1２５X60 6 8 １50X１50 １50X150 7 1０150X75 5 7 175X１75 175X1７5 7．５１1 １75X90 5 82００X200 ２00X20０8 12 12５X6０１25X6０ 6 8 2００X20４12 12 １50X７５1５0X７5 5 7２50X２50 ２４4X252 11 1１１７5X9０１7５X９0 5 8 ２50X250 9 14200Ｘ1001９8X９9 ４.5 7 2５0X25５1４14 ２０0X100 5.５8３0０Ｘ３０0294Ｘ302 12 122５0Ｘ1２5248Ｘ124 ５８３０0X300 １0 １5 250X12５６9 300X305 １5 1５30０X１50298Ｘ1４９ 5.5 8350X350 33８Ｘ３5113 1３３00X1５0 ６.5 ９３44X348 1０16350X１7５346Ｘ174 6 ９350Ｘ3５0 1２１９35０X1７５7 １1350X3５7 1９１９４００Ｘ1５0 4０0X150 ８13400X4００388Ｘ4０2 15 15４00X200396X１99 7 １1394X398 11 18 4０0X200 8 13４0０X4０0 １3 ２１４5０X150450Ｘ15０9 14 ４00X408 ２1 21 446X199 8 12 414X405 18 28 ４50X２00 4５0Ｘ200 9 １4 ４28Ｘ407 20 35 5０0X1５0 5０0X150 10 16 4５８X417 ３０5０50０X２０0４９6X１99 9 14 4９8Ｘ４３２45 ７０5０0X２00 10 16500X500 492X４65 15 20 506X201 11 19 5０2X465 1５25600X200596X199 １0 15 5０2X470 20 ２５６00X20０１1 17１５０X10０1４8X100 6 ９60６X201 12 20200X150 1９4X150 6 ９７00X30０692Ｘ300 13 24２50X175 ２4４X17５7 11 700X3０0 １３2４300X2０0 294X200 ８１2800X300 7９２X３００１4 ２２3５0X250 340Ｘ２５0 9 14 800X3０0 14 26４００X300 390X３00 10 16９00X300 890Ｘ29９1５２34５0X300 44０X３0０11 １8 ９０0X３0０16 28500Ｘ３0048２Ｘ30０11 15 912Ｘ30２18 34 ４８8X３０0 11 1860０X300 58２X30０12 17 588X３00 12 ２０5９4X302 １4 ２3３、热轧国标工字钢数据型号尺寸 (mm) 截面面积（ｃm2）理论质量(kg/m) ｈ b d ｔr r110 100 6８ 4.５7.6 6.５ 3.4 １4.345 11.261 12 120 74 5.0 8.4 7．0 3.５17.818 １3.987 12.6 126 74 5.０８.4 7.0 3.5 18.1１8 14.2231４1４0 ８0 ５.５9．１7．5 ３.８２1.51６16.890 16 1６0 88 6．0 9.*9 8.0 4.０２６.１31 ２0.51３1８1８０９4 6.５10．7 8．5 4．３30.7５6 24．143 ２０a 2０0 10０7.0 11.4 ９．0 4．5 35.57８27．927 20ｂ２０0 １０2 9.０11.４9.0 ４.5 3９.５78 31.069 22a 220 110 7.5 １2.3 9．5 4.８42.1２８33.070 22b 220 1１2 9.5 12.3 ９.5 ４.８４６.５２8 36.524２5ａ250 116 8．0 １3．0 １0．０５．０４8.5４1 38.105 25b 250 11８10．0 １3.0 10.0 5．0 ５3.541 42．030 ２８a ２8０12２8.5 13.７10.5 5.３５5．４04 43.４92 ２8b 280 124 10.5 13.7 １0.5 ５.3 61．００4 ４7.8８8 30a ３0０1２6 9.０14.4 11．０５.5 ６1.25４48.084 30b 300 128 11.０14．4 11.0 5.5 ６７.2５4 52.794 30c ３０0 130 13.0 14．4 11.0 5.5 73.2５４57.5０4 32a 320 13０９.5 1５.0 1１．５ 5.8 67.５１６52.７17 32b ３2０１3２１1．５15.0 11．5 5．8 73.5５6 ５7.7４1 32c 320 134 13．５15.０11.5 5.８79．9５6 62.７65 36a 360 13６10．０15.8 １2.０ 6.0 ７6.4８0 6０.037 36b 3６0 １３８12．0 15．8 １2．0 6.0 8３.６80 65．689 ３6c 3６0 140 １4.0 １5.8 1２.0 6.0 90．8８0 71.341 40ａ4０0 1４2 1０.5 １6.5 １2.5 6.3 86.112 67.5984０b ４0０144 12.5 16．5 １2.5 6.3 94.1１2 7３．８7８40c 400 1４6 １4.5 16．5 １２.5 6．3 １0２.112 80．1５8 45a ４50 150 11．5 1８.0 13.5 6．8 1０２.1１2 ８0．４20 45b 450 １52 13．５18.0 13.5 6.8 111.446 ８７.4５8 ４5ｃ45０154 15.5 18.0 1３.5 ６．８120.4４６94.５5０56a 560 166 12.５2１.0 14.5 ７.3 １35．435 １06.３16 56b 5６０1６８１4．5 21．0 14.5 ７．3 146．６３5 １15.108 56c 560 1７0 １6.５21.0 １４.5 7.3 １57．8３５12３．９０0 63a ６３0 １76 13.0 2２.0 １５.0 7.5 １54.658 １2１.407 6３b 63０178 1５.0 22.０15.0 7．5 16７.２５8 １31.298 ６３c 630 180 17.０22.0 １5.０7.5 179.858 14１.１８94、欧洲H型钢标准ＨEＡ-IPBLACCORＤINＧTO PＲOＤUＣTIＯＮ: ＤＩN １025 / ＥN 1０03４, STEEＬQUAＬITY： DIN １７100 ／EN 100２5ＷＥIGHTDＩMEＮSＩONS ΔΙΑΤΟΜΗΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣkg/ ｍｍmｃm2 cm３h b s t F Wx Wy1０0 １6,70０96 10０5,０8，0 ２1,２72,8 ２６,8 120 19，9０0 １１４120 5,0 ８,0 ２５,3 106,0 3８，5 14０24,700 13３14０5,5 8，5 ３1，4 155,０5５,６１６0 30，4０0152 160 ６，0 9,0 3８，８２20,0 76,9 1８0 ３5,5０0 １７1１80 6，09,５45,3 29４，0103,9 200 42,3０0190 20０６,510,0 53,８389，０13４，0 ２20 ５0,500 ２10 220 7,0 11,0 ６4，3 5１5,0178,0 24０60,3002３0２40 7,5 12,0 7６,8 6７5,0 231,0 26068,２00 ２5０２６０7，5 １2,58６,８83６,0 282，0 28076,４０0 270 280 8,0 13,097,3 １010,0 3４0,0３00 8８,300 290300 8,5 １4,0１1２,０126０，0４２1,０3２0 97,60０3１03０0 9,015，5 124，0 1480,0466,034０1０５，000３3030０９,５1６,5 1３３，０ 16８0，0 4９6，0360１12,000 ３50 30０1０，0 １7，５143,0 １89０,0 5２６，0４０0125,000 39０3０011,０1９,0 15９,０2３10,0 ５71,０450 140,00０440 300 11,５21,0 17８,0 2９00,0 631,0 5０0155,0０0 ４９0 300 1２,0 23,0 198,０35５0,０６91,０５50 １6６,0０0540 ３00 12,5 24,0 ２１2,04150,072１，06００178,００0 5９0 30０13，0 25,0 226,0 4790，０751，0 650190,０0０640 300 13,5 2６,0 242,0 ５47０,0782,0 700 204，０00 ６90300 14,５27,0２６０,０６２４０,0 812,0 ８０0 224,00０790 ３0015，０28,０２８6,0 768０,0 843，０900 ２5２,０00890 30０16,0 ３０,０320,0 ９480,09０3,０1000 272,00０99０３00 16，5 31,0 34７,0 １1１90,0 9３4,0ＨEB (IPB)ACCＯRDING TＯＰＲODUCTION:DIＮ 1０２5 / EＮ 1003４, STEEL QUALITY: DIＮ 17１0０ / EN 10025WEＩＧHＴDIＭEＮＳIONSΔΙΑΤΟΜΗΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣkｇ／mmm cｍ2 cｍ3h b s t ＦＷx Wy 100 2０,400 1０0 １006，0 10,0 26,０89，９33，5 120 ２６,７00 12０120 ６，5 11，０３4,0 1４4,052,9１40 ３3,700 14０140 ７,0 １２,0 4３,021６，0 ７8,5 160 42,6００1６０16０８,0 13,0 54,3 311,0 111,0 180 ５1，2００180 180 ８,５14,0 65，3 ４2６，0 1５1,０2006１,300 ２0０２00 ９,0 15,0 78,１570，0 2０0，0 22０7１,５0０２2０22０９,5 16,0 9１，0７３6,0 258,0 2４0 8３,２00 240240 1０,0 17,0 １0６，0 938，0 327,0 260 ９3,000 ２６０260 1０，0 １7,5 118，01150，0 395，028０10３,０00２８0 ２80 １０,518，０1３１,0 1380，0471,030０117,０00 3００3０0 1１，0 19，0 1４９,０１680,０57１,0 32０127,000 3203０0 1１,５20,5 16１,0 １9３0,０６１6,0３４0 134,00０340 300 12,021,５1７1，0 216０,0 646,0 ３60 142,00０3６0300 12,5 2２，5 18１,0 2400,0 6７6，0 400 155,000 4０03０0１3,52４，0198，０288０,0 721,0450 1７1,000450３0014,0 26，0 218,0 3550,0 7８1，05００１8７,０005０0 ３001４,528，0 239,０429０,0８42,0５5０19９,０00 55０３00 15,０29，０2５4,0 497０，0872,0 600 212,00０6０0 300 １5,5 30,0 2７０,0 ５700,0 ９０２,0６5０２2５,0006５0 3０0１6,０３1，０286,０6４80,0 932,0700 241,000 70０3001７,0 32，03０6,07３40,0 963,0 800262,０00 8０0 30017,5 33,0 334,０8９80,0 99４，090029１,0００９00 300 18,５３5，037１,0 １09８0,0 105０,01000314,0001０00 300 19,0 36,0 400,0 １289０，01090,0５、欧洲工字钢标准(IPE BEAＭS)ＣＣORDＩNG TO PRODUCTION： DIN １02５ / EＮ 10０34, SＴEEL QUALIＴＹ:DIＮ 17100 / EＮ１002５WEIGＨT DＩMENSIONSΔΙΑΤΟΜΗΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣkg / ｍmm cm2 cｍ3h b s t ＦＷx Ｗｙ80 6，００080 46 3,8５,2 7,6420,０3,69 100 8,1001005５4,1 5,7１0,3034,2 ５，79 1２0１0,4０0 12０64 4,4 6,3 13,20 53,０8,65 14０12,900 1407３4，７６,9 16,4０77，3 １2，３0 160 15,800 1６0 ８2５,０７,4 20,10 109,0１6,70 180 18,8００180 91 5，38，０2３,90146，０２2,20 200 22,4００2００100 5,6 8,52８,50194,０2８,50 220 26,２０02２0 １10 5，9 ９,2 3３,40 25２，0 ３7,3０240 ３０,70０２4０１20 6，2 9,8３9,10324,０47，３0 27０3６,1０0 2７0 135 6,6 10,2 45,90 429,0 ６2，２０30042，20０300 15０7,1 1０,7 53,８0 ５５7，０80，５0 33０49,10０３３0 160 7,5 1１,５6２,６0713,0９8,50３60 ５７,100 360 １708,0１2,7 7２,７０９04,０１23,００40０６6,300 400 180 8,6 １3,５84,501160，0 1４6,00 45０77,600450 190 9,4 1４,6 9８,８０1５0０,0 176,00 500 ９0,7０0 ５0020０１0,2 16,01１6,00 １９30，０ 2１４,00 550 １06，000 5５0 21０11,117，２1３4,00 2４40,0 254，00 600 122,000 60０2２0 1２,01９，0１56,０0 ３07０,0 30８,０06、欧洲槽钢标准（UＰN-ＢEAMS）UＰN－ＢEAMSACCＯRDINGTO PRODUＣTION: DＩN 1026ﻫSTEEL QUALITＹ:DIN 17100 / EN１0025WEIGHTkg/ mＤIMENＳＩOＮＳ(ｍm)ΔΙΑΤΟΜΗ(cm2)ΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣ（cｍ３)h b s t F WｘWy3０x15 1,7４0 30 1５4,0 4,5 2，2１1，6９0，39 40 x2０２,870 40 ２０5，0 ５,5 3,6６3,７９0，86 ４0x35 ４，８70 4０35 5,0 ７,０6,21 7,05 3,０8 50 x 25 3，860 ５０2５5，0 6，0 4，92 ６,7３1,48 50 x ３8 5,590 50 38 5,０7,0 7，12 10,6０3,7５60 x30 5,０70 ６0 ３0 6,0 ６,0 ６,46 10，5０２,１６65 x 42 7,０90 6５４2 5,５7，５9,03 17,70 ５,0780 8，64０80 4５6,0 8,0 1１,０0 2６,50 6,36100 10,60０１00 ５0 6,0 8,5 １3，50 ４1,２０８,49 1２0 １３,400 1２0 5５7，0 9,0 17,０0 60,7０１１,１０14０１6,000 １40 60 7,0 10,０２0,4０86,40 14，80 160 1８,８０0 １60 65 7,５10，５24,００11６,00 18,3０１80 22,000 １80 7０8，0 1１,0 2８,00 1５0,０0 2２,40 ２０0 ２5，3０0 200 75 8,5 11，5 32，20 191,00 27,0０2２０2９，400 220 80 ９,0 12,５37,4０2４5,00 33,60 240 ３3，２00 ２40 ８５９,5 13，0 42，30 ３０0，00 39,６０26０3７，900 260 ９0 10,0 １4,０４8，30 ３７１，00 47,7０2８0 4１,80０２80 95 10，0 1５,０53,30 44８,０0 57,20 ３０0 4６，20０3０0 100 １0，0 16,0 5８，８０535，00 67,８0 32０59,50０3２0 1０0 14,0 17,5 75，８0 679,00 ８0,６0 350 60,600 350 1０0 1４,0 16,０77,３0 734,０0 7５,0０400 71,8０0 4０0 110 14,0 18,0 91,５0 10２０，０102,０07、宝钢企业标准【产品牌号及标准】宝钢企业标准相当国际标准说明标准号牌号标准号牌号热轧低碳钢Q/ＢQB 302ＳＰHCＳＰHDﻫＳPHEJＩS G3131SPHCSPHDＳPHＥ适用于制造冷成型加工的零件。
2015欧标H型钢标准[资料]
![2015欧标H型钢标准[资料]](https://img.taocdn.com/s3/m/ca9410c2b8f3f90f76c66137ee06eff9aef849fa.png)
1、热轧IPE（欧标H型钢）数据：0000代号U尺寸截面积(cm2)单位重量(kg/m) 高h 腿宽b 腰厚s 腿厚t 圆弧半径rIPE AA-80 78 46 3.2 4.2 5 6.31 4.95 IPE A-80 78 46 3.3 4.2 5 6.38 5 IPE-80 80 46 3.8 5.2 5 7.64 6 IPE AA-100 97.6 55 3.6 4.4 7 8.56 6.72 IPE A-100 98 55 3.6 4.7 7 8.78 6.89 IPE-100 100 55 4.1 5.7 7 10.32 8.10 IPE AA-120 117 64 3.8 4.8 7 10.65 8.36 IPE A-120 117.6 64 3.8 5.1 7 11.03 8.66 IPE-120 120 64 4.4 6.3 7 13.21 10.4 IPE AA-140 136.6 73 3.8 5.2 7 12.80 10.05 IPE A-140 137.4 73 3.8 5.6 7 13.39 10.5 IPE-140 140 73 4.7 6.9 7 16.43 12.9 IPE AA-160 156.4 82 4 5.6 7 15.68 12.31 IPE A-160 157 82 4.0 5.9 9 16.18 12.7 IPE-160 160 82 5.0 7.4 9 20.09 15.8 IPE AA-180 176.4 91 4.3 6.2 9 19.03 14.94 IPE A-180 177 91 4.3 6.5 9 19.58 15.4 IPE-180 180 91 5.3 8.0 9 23.95 18.8 IPE AA-200 196.4 100 4.5 6.7 12 22.87 17.95 IPE A-200 197 100 4.5 7.0 12 23.47 18.4 IPE-200 200 100 5.6 8.5 12 28.48 22.4 IPE AA-220 216.4 110 4.7 7.4 12 26.99 21.19 IPE A-220 217 110 5.0 7.7 12 28.26 22.2 IPE-220 220 110 5.9 9.2 12 33.37 26.2 IPE AA-240 236.4 120 4.8 8 15 31.71 24.89 IPE A-240 237 120 5.2 8.3 15 33.31 26.2 IPE-240 240 120 6.2 9.8 15 39.12 30.7化学成分0000钢号厚度/mmC(%)≤Si(%)≤Mn(%)≤P(%)≤S(%)≤其他(%)St44-3≤16>16-250.170.21——1.501.500.0350.0350.0350.035N≤0.009N≤0.009St52-3 ≤30>300.200.220.550.551.601.600.0400.0400.0400.040N≤0.009N≤0.009S275JR ≤16 0.17 — 1.50 0.035 0.035 N≤0.009>16-25 0.21 — 1.50 0.035 0.035 N≤0.009 S355JR —0.24 0.55 1.60 0.045 0.045 N≤0.009力学性能0000钢号抗拉强度σb/MPa在下列厚度时/mm<3 >3-100 >100-150 >150-250St44-3 430-580 410-560 400-540 380-540 St52-3 510-680 490-630 470-630 450-630 S275JR 430-580 410-560 400-540 380-540 S355JR 510-680 490-630 470-630 450-630钢号屈服强度σ0.2/Mpa在下列厚度时/mm≥≤16>16-40>40-63>63-80>80-100>100-150>150-200>200-250St44-3 275 265 255 245 235 225 215 195 St52-3 345 335 325 325 315 295 285 275 S275JR 275 265 255 245 235 225 215 195 S355JR 345 335 325 325 315 295 285 275钢号纵向或横向试样伸长率δ，≥（%）在下列厚度时冲击吸收功A KV/J（≥）在下列厚度时≥3≤40mm>40≤63mm>63≤100mm>100≤150mm>150≤250mm试验温度/o C>10≤150mm>150≤250mmSt44-3 LT232122202119191918181+20 27 —St52-3 LT22202119201818181717+0 27 23S275JR LT232122202119191918181+20 27 —S355JR LT22202119201818181717+20 27 23EN10025-2004工字型和H型结构钢.形状和尺寸公差0000IPE AA / IPE A / IPE / IPE O尺寸允许偏差0000h b s t代号允许偏差代号允许偏差代号允许偏差代号允许偏差80-120 ±2.0 80-120 ±2.0 80-120 ±1.0 80-120 ±1.5140-180 +3.0-2.0140-180+3.0-2.0140-270 ±0.75 140-270 ±1.5200-400 ±3.0 200-360 ±3.0 500-600 ±1.0 500-600 ±2.0 450-500 ±4.0 400-600 ±4.0 ————550-600 ±5.0 ——————IPE AA / IPE A / IPE / IPE O的形状允许偏差0000IPE AA / IPE A / IPE / IPE O的腿不平行度高, h 腿部平行度, k最大> ≤—120 1.0120 600 1.5%bIPE AA / IPE A / IPE / IPE O的腰弯曲度高, h 腰弯曲度, f最大> ≤—120 1.0120 360 1.5360 600 2.0IPE AA / IPE A / IPE / IPE O的腰偏心度高, h 腿腰偏心度, m=(b1-b2)/2最大> ≤—120 1.5120 270 2.5270 600 3.5IPE AA / IPE A / IPE / IPE O平直度高, h 平直度允许偏差q> ≤—360 0.0015*l360 600 0.0010*lIPE AA / IPE A / IPE / IPE O长度种类和长度的允许偏差0000长度种类长度长度订货说明范围允许偏差制造长度4000-15000 在4000-15000之间取任意值无定尺长度≤15000 ±50 所要求的定尺长度精尺长度≤15000 少于±50，优先采用：±25，±10，±5所要求的精尺长度和所要求的尺寸允许偏差EN10025-2004 欧标热轧H型钢的尺寸规格和允许偏差0000项目容许差高度(H)H<400 ±2.0 400≤H<600 ±3.0H≥600 ±4.0宽度(B)B<100 ±2.0 100≤B<200 ±2.5 B≥200 ±3.0厚度t1t1<16 ±1.016≤t1<25 ±2.025≤t1<40 ±2.3t1≥40 ±2.5 t2t1<16 ±1.516≤t1<25 ±2.025≤t1<40 ±2.3t1≥40 ±2.5长度<7m 0, +40≥7m 长度每增加1m或不足1m时,对上述正偏差基础上加上5mm垂直度(T) H≤300 T≤1.0%B.但允许偏差的最小值为1.5mm H>300 T≤1.2%B.但允许偏差的最小值为1.5mm弯曲度H≤300 ≤长度的0.15%H>300 ≤长度的0.10%中心偏差(S)H≤300且B≤200±2.5 H>300或B>200±3.5腹板弯曲度WH<400 ≤2.0400≤H<600 ≤2.5H≥600 ≤3.0端面斜度e e≤1.6%(H或B)但允许偏差的最小值为3.0mmEN10025-2004欧标热轧工字钢的尺寸规格和允许偏差0000热轧工字钢的允许偏差0000型号8-14mm16-18mm20-30mm32-40mm45-63mm 高度h ±2.0 ±3.0 ±4.0 腿宽b ±2.0 ±2.5 ±3.0 ±3.5 ±4.0 腰厚d ±1.0 ±2.0 ±2.3 ±2.3 ±2.5 弯腰挠度不应超过0.15d通常长度5-19m 6-19m4、欧洲H型钢标准00000HEA-IPBL0000ACCORDING TO PRODUCTION: DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 100250000WEIGHT DIMENSIONS ΔΙΑΣΟΜΗΡΟΠΗ ΑΝΣΙΣΑΕΩkg / m mm cm2 cm3h b s t F Wx Wy 100 16,700 96 100 5,0 8,0 21,2 72,8 26,8 120 19,900 114 120 5,0 8,0 25,3 106,0 38,5 140 24,700 133 140 5,5 8,5 31,4 155,0 55,6 160 30,400 152 160 6,0 9,0 38,8 220,0 76,9 180 35,500 171 180 6,0 9,5 45,3 294,0 103,9 200 42,300 190 200 6,5 10,0 53,8 389,0 134,0 220 50,500 210 220 7,0 11,0 64,3 515,0 178,0 240 60,300 230 240 7,5 12,0 76,8 675,0 231,0 260 68,200 250 260 7,5 12,5 86,8 836,0 282,0 280 76,400 270 280 8,0 13,0 97,3 1010,0 340,0 300 88,300 290 300 8,5 14,0 112,0 1260,0 421,0 320 97,600 310 300 9,0 15,5 124,0 1480,0 466,0 340 105,000 330 300 9,5 16,5 133,0 1680,0 496,0 360 112,000 350 300 10,0 17,5 143,0 1890,0 526,0 400 125,000 390 300 11,0 19,0 159,0 2310,0 571,0 450 140,000 440 300 11,5 21,0 178,0 2900,0 631,0 500 155,000 490 300 12,0 23,0 198,0 3550,0 691,0 550 166,000 540 300 12,5 24,0 212,0 4150,0 721,0 600 178,000 590 300 13,0 25,0 226,0 4790,0 751,0 650 190,000 640 300 13,5 26,0 242,0 5470,0 782,0 700 204,000 690 300 14,5 27,0 260,0 6240,0 812,0 800 224,000 790 300 15,0 28,0 286,0 7680,0 843,0 900 252,000 890 300 16,0 30,0 320,0 9480,0 903,0 1000 272,000 990 300 16,5 31,0 347,0 11190,0 934,0HEB (IPB)0000ACCORDING TO PRODUCTION:DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 100250000WEIGHT DIMENSIONS ΔΙΑΣΟΜΗΡΟΠΗ ΑΝΣΙΣΑΕΩkg / m mm cm2 cm3h b s t F Wx Wy 100 20,400 100 100 6,0 10,0 26,0 89,9 33,5 120 26,700 120 120 6,5 11,0 34,0 144,0 52,9 140 33,700 140 140 7,0 12,0 43,0 216,0 78,5 160 42,600 160 160 8,0 13,0 54,3 311,0 111,0 180 51,200 180 180 8,5 14,0 65,3 426,0 151,0 200 61,300 200 200 9,0 15,0 78,1 570,0 200,0 220 71,500 220 220 9,5 16,0 91,0 736,0 258,0 240 83,200 240 240 10,0 17,0 106,0 938,0 327,0 260 93,000 260 260 10,0 17,5 118,0 1150,0 395,0 280 103,000 280 280 10,5 18,0 131,0 1380,0 471,0 300 117,000 300 300 11,0 19,0 149,0 1680,0 571,0 320 127,000 320 300 11,5 20,5 161,0 1930,0 616,0 340 134,000 340 300 12,0 21,5 171,0 2160,0 646,0 360 142,000 360 300 12,5 22,5 181,0 2400,0 676,0 400 155,000 400 300 13,5 24,0 198,0 2880,0 721,0 450 171,000 450 300 14,0 26,0 218,0 3550,0 781,0 500 187,000 500 300 14,5 28,0 239,0 4290,0 842,0 550 199,000 550 300 15,0 29,0 254,0 4970,0 872,0 600 212,000 600 300 15,5 30,0 270,0 5700,0 902,0 650 225,000 650 300 16,0 31,0 286,0 6480,0 932,0 700 241,000 700 300 17,0 32,0 306,0 7340,0 963,0 800 262,000 800 300 17,5 33,0 334,0 8980,0 994,0 900 291,000 900 300 18,5 35,0 371,0 10980,0 1050,0 1000 314,000 1000 300 19,0 36,0 400,0 12890,0 1090,05、欧洲工字钢标准(IPE BEAMS)0000CCORDING TO PRODUCTION: DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 10025000WEIGHT DIMENSIONSΔΙΑΣΟΜΗΡΟΠΗΑΝΣΙΣΑΕΩkg / m mm cm2 cm3h b s t F Wx Wy80 6,000 80 46 3,8 5,2 7,64 20,0 3,69 100 8,100 100 55 4,1 5,7 10,30 34,2 5,79 120 10,400 120 64 4,4 6,3 13,20 53,0 8,65 140 12,900 140 73 4,7 6,9 16,40 77,3 12,30 160 15,800 160 82 5,0 7,4 20,10 109,0 16,70 180 18,800 180 91 5,3 8,0 23,90 146,0 22,20 200 22,400 200 100 5,6 8,5 28,50 194,0 28,50 220 26,200 220 110 5,9 9,2 33,40 252,0 37,30 240 30,700 240 120 6,2 9,8 39,10 324,0 47,30 270 36,100 270 135 6,6 10,2 45,90 429,0 62,20 300 42,200 300 150 7,1 10,7 53,80 557,0 80,50 330 49,100 330 160 7,5 11,5 62,60 713,0 98,50 360 57,100 360 170 8,0 12,7 72,70 904,0 123,00 400 66,300 400 180 8,6 13,5 84,50 1160,0 146,00 450 77,600 450 190 9,4 14,6 98,80 1500,0 176,00 500 90,700 500 200 10,2 16,0 116,00 1930,0 214,00 550 106,000 550 210 11,1 17,2 134,00 2440,0 254,00 600 122,000 600 220 12,0 19,0 156,00 3070,0 308,006、欧洲槽钢标准（UPN-BEAMS）0000UPN-BEAMSACCORDING TO PRODU CTION: DIN1026 STEEL QUAL ITY:DIN 17 100 / EN 10025WEIGHT kg / mDIMENSIONS (mm)ΔΙΑΣΟΜΗ(cm2)ΡΟΠΗ ΑΝΣΙΣΑΕΩ(cm3)h b s t F Wx Wy30 x 15 1,740 30 15 4,0 4,5 2,21 1,69 0,39 40 x 20 2,870 40 20 5,0 5,5 3,66 3,79 0,86 40 x 35 4,870 40 35 5,0 7,0 6,21 7,05 3,08 50 x 25 3,860 50 25 5,0 6,0 4,92 6,73 1,48 50 x 38 5,590 50 38 5,0 7,0 7,12 10,60 3,75 60 x 30 5,070 60 30 6,0 6,0 6,46 10,50 2,16 65 x 42 7,090 65 42 5,5 7,5 9,03 17,70 5,0780 8,640 80 45 6,0 8,0 11,00 26,50 6,36 100 10,600 100 50 6,0 8,5 13,50 41,20 8,49 120 13,400 120 55 7,0 9,0 17,00 60,70 11,10 140 16,000 140 60 7,0 10,0 20,40 86,40 14,80 160 18,800 160 65 7,5 10,5 24,00 116,00 18,30 180 22,000 180 70 8,0 11,0 28,00 150,00 22,40 200 25,300 200 75 8,5 11,5 32,20 191,00 27,00 220 29,400 220 80 9,0 12,5 37,40 245,00 33,60 240 33,200 240 85 9,5 13,0 42,30 300,00 39,60 260 37,900 260 90 10,0 14,0 48,30 371,00 47,70 280 41,800 280 95 10,0 15,0 53,30 448,00 57,20 300 46,200 300 100 10,0 16,0 58,80 535,00 67,80 320 59,500 320 100 14,0 17,5 75,80 679,00 80,60 350 60,600 350 100 14,0 16,0 77,30 734,00 75,00 400 71,800 400 110 14,0 18,0 91,50 1020,00 102,00。