欧标型材截面库大全(理论数据完整版)
40欧标型材承重
40欧标型材承重一、什么是40欧标型材？40欧标型材是一种常用于建筑和工业领域的材料。
它是根据欧洲标准制造的铝合金型材，具有一定的强度和稳定性。
40欧标型材通常由铝合金制成，具有轻质、高强度、耐腐蚀等特点。
它可以用于各种结构和应用，如建筑外墙、门窗、展览展示架、机械设备等。
二、40欧标型材的承重能力40欧标型材的承重能力是指它能够承受的最大负荷或重量。
这是一个关键的性能指标，决定了40欧标型材在实际应用中的可靠性和安全性。
1. 影响40欧标型材承重能力的因素40欧标型材的承重能力受到多种因素的影响，包括材料的强度、截面形状、长度、支撑方式等。
•材料的强度：40欧标型材通常由铝合金制成，具有较高的强度。
不同材料的强度不同，会影响40欧标型材的承重能力。
•截面形状：40欧标型材的截面形状决定了其受力性能。
一般来说，截面形状越合理，40欧标型材的承重能力越高。
•长度：40欧标型材的长度也会对其承重能力产生影响。
在一定范围内，较短的40欧标型材承重能力较高，而较长的40欧标型材承重能力较低。
•支撑方式：40欧标型材的支撑方式也会对其承重能力产生影响。
不同的支撑方式会导致不同的应力分布，从而影响40欧标型材的承重能力。
2. 如何确定40欧标型材的承重能力确定40欧标型材的承重能力需要进行实验和计算。
通常，可以采用以下方法：•实验测试：通过在实验室中对40欧标型材进行负荷测试，可以得到其承重能力的实际数值。
这种方法能够直接获取40欧标型材的承重能力，但需要耗费时间和资源。
•计算分析：通过对40欧标型材的结构和力学性能进行计算和分析，可以估算其承重能力。
这种方法可以快速得到40欧标型材的承重能力估值，但需要依赖一定的理论和模型。
三、40欧标型材的应用领域40欧标型材由于其优异的性能和多样化的规格，被广泛应用于各个领域。
1.建筑领域：40欧标型材可以用于建筑外墙、门窗、屋顶结构等。
其轻质、耐腐蚀的特性使得它成为建筑领域的理想选择。
4040欧标铝型材厚度
4040欧标铝型材厚度摘要：一、欧标铝型材厚度简介1.欧标铝型材的概念2.欧标铝型材的分类3.欧标铝型材的应用领域二、4040 欧标铝型材厚度的相关知识1.4040 欧标铝型材的定义2.4040 欧标铝型材的规格3.4040 欧标铝型材的优点4.4040 欧标铝型材的适用范围三、欧标铝型材厚度选择与影响因素1.欧标铝型材厚度的选择2.影响欧标铝型材厚度的因素3.欧标铝型材厚度与性能的关系四、欧标铝型材厚度在我国的发展与应用1.我国欧标铝型材厚度的发展历程2.我国欧标铝型材厚度的应用现状3.我国欧标铝型材厚度的发展趋势正文：一、欧标铝型材厚度简介欧标铝型材厚度是指按照欧洲标准生产的铝型材的厚度规格。
铝型材是一种以铝为主要原料，通过挤压、拉伸等工艺成型的金属材料。
它具有良好的耐腐蚀性、导电性、导热性、可塑性等性能，广泛应用于建筑、交通、电子、机械等领域。
欧标铝型材根据截面形状和应用领域可分为多种类型，如矩形、槽型、圆管型等。
每种类型又可根据需求提供不同规格的厚度。
欧标铝型材在各个领域有广泛的应用，如建筑行业的门窗、幕墙、阳光房等，工业领域的生产线、自动化设备等。
二、4040 欧标铝型材厚度的相关知识4040 欧标铝型材是一种矩形截面的铝型材，其名字来源于其截面尺寸：宽40mm，高40mm。
4040 欧标铝型材厚度规格通常为1.5mm、2mm、2.5mm 等，不同厚度的型材具有不同的性能和应用范围。
4040 欧标铝型材具有轻质、高强度、耐腐蚀、易于加工等优点，适用于各种建筑和工业领域的结构框架、支架、防护栏等。
其规格多样，可根据实际需求选择合适的厚度。
三、欧标铝型材厚度选择与影响因素选择欧标铝型材厚度时，需要综合考虑型材的力学性能、使用环境、加工工艺等因素。
一般来说，厚度越大，型材的承载能力越强，但重量也越大，成本越高。
反之，厚度越小，型材的重量越轻，成本越低，但承载能力会受到一定影响。
影响欧标铝型材厚度的因素主要包括：型材的截面尺寸、应用领域、强度要求、成本等。
欧标或英标门窗的u值-解释说明
欧标或英标门窗的u值-概述说明以及解释1.引言1.1 概述概述部分的内容是对整篇文章进行简要介绍，引导读者了解文章的主要内容和目的。
在这种情况下，可以写以下内容：在现代建筑领域中，节能环保一直是一个重要的话题。
门窗作为建筑中重要的组成部分，对于建筑物的能耗和室内舒适度有着重要影响。
因此，对于门窗的热传导性能的研究变得尤为关键。
本文将重点讨论门窗的U值，U值是衡量门窗热传导性能的指标。
在国际标准中，主要有欧标和英标两种不同的U值计算方法。
通过对比欧标和英标的U值计算方法，我们将探讨它们之间的区别和优劣。
此外，还将讨论选择欧标或英标门窗时需要考虑的因素，并提供综合评价和建议。
通过本文的阅读，读者将能够更好地了解门窗的U值概念和计算方法，以及如何选择适合自己需求的欧标或英标门窗。
希望本文能为读者在门窗选择和建筑节能方面提供有益的参考和指导。
1.2文章结构文章结构部分的内容：在本文中，我们将围绕着欧标和英标门窗的U值展开讨论。
首先，我们将介绍U值的定义，其对于门窗的能效性能起着重要作用。
接着，我们将探讨欧标和英标之间的不同之处，包括测试方法和计算公式的差异。
紧接着，我们将具体介绍欧标门窗的U值计算方法和英标门窗的U值计算方法。
通过比较这两种计算方法，我们可以更好地理解它们之间的异同和应用场景。
在结论部分，我们将总结欧标门窗U值的优势和英标门窗U 值的优势，并讨论在选择门窗时需要考虑的因素。
最后，我们将给出一个综合评价和建议，以帮助读者在实际应用中更好地选择适合自己需求的门窗标准。
通过本文的阅读，读者将能够更加全面地了解欧标和英标门窗的U值，并作出合理的选择。
1.3 总结总结:本文主要介绍了欧标和英标门窗的U值计算方法及其在选择门窗方面的优势和考虑因素。
通过比较两种标准，我们可以了解到欧标门窗的U值计算方法更加严格和准确，能够提供更高的能效性能。
而英标门窗的U值计算方法相对简单，适用于快速判断门窗的能效性能。
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 4.95IPE A-80 78 46 3.3 4.2 5 6.38 5IPE-80 80 46 3.8 5.2 5 7.64 6IPE AA-100 97.6 55 3.6 4.4 7 8.56 6.72IPE A-100 98 55 3.6 4.7 7 8.78 6.89IPE-100 100 55 4.1 5.7 7 10.32 8.10IPE AA-120 117 64 3.8 4.8 7 10.65 8.36IPE A-120 117.6 64 3.8 5.1 7 11.03 8.66IPE-120 120 64 4.4 6.3 7 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 12.9IPE AA-160 156.4 82 4 5.6 7 15.68 12.31IPE A-160 157 82 4.0 5.9 9 16.18 12.7IPE-160 160 82 5.0 7.4 9 20.09 15.8IPE AA-180 176.4 91 4.3 6.2 9 19.03 14.94IPE A-180 177 91 4.3 6.5 9 19.58 15.4IPE-180 180 91 5.3 8.0 9 23.95 18.8IPE AA-200 196.4 100 4.5 6.7 12 22.87 17.95IPE A-200 197 100 4.5 7.0 12 23.47 18.4IPE-200 200 100 5.6 8.5 12 28.48 22.4IPE AA-220 216.4 110 4.7 7.4 12 26.99 21.19IPE AA-240 236.4 120 4.8 8 15 31.71 24.89IPE A-240 237 120 5.2 8.3 15 33.31 26.2IPE-240 240 120 6.2 9.8 15 39.12 30.7IPE AA / IPE A / IPE / IPE O尺⼨允许偏差h 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 ±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 ±1.0 500-600 ±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 t1 t2 H X B t1 t2100X100 100X100 6 8100X50 100X50 5 7125X125 125X125 6.5 9 125X60 6 8 150X150 150X150 7 10 150X75 5 7 175X175 175X175 7.5 11 175X90 5 8200X200 200X200 8 12 125X60 125X60 6 8 200X204 12 12 150X75 150X75 5 7250X250 244X252 11 11 175X90 175X90 5 8 250X250 9 14200X100198X99 4.5 7 250X255 14 14 200X100 5.5 8300X300 294X302 12 12250X125248X124 5 8 300X300 10 15 250X125 6 9 300X305 15 15300X150298X149 5.5 8350X350 338 X 351 13 13 300X150 6.5 9 344X348 10 16350X175346X174 6 9 350X350 12 19 350X175 7 11 350X357 19 19 400X150 400X150 8 13400X200396X199 7 11394X398 11 18 400X200 8 13400X400 13 21450X150450X150 9 14 400X408 21 21 446X199 8 12 414X405 18 28 450X200 450X200 9 14 428X407 20 35 500X150 500X150 10 16 458X417 30 50500X200496X199 9 14 498X432 45 70 500X200 10 16500X500 492X465 15 20 506X201 11 19 502X465 15 25600X200596X199 10 15 502X470 20 25 600X200 11 17150X100 148X100 6 9 606X201 12 20200X150 194X150 6 9700X300 692X300 13 24250X175 244X175 7 11 700X300 13 24300X200 294X200 8 12800X300 792X300 14 22350X250 340X250 9 14 800X300 14 26400X300 390X300 10 16900X300 890X299 15 23450X300 440X300 11 18 900X300 16 28500X300 482X300 11 15 912X302 18 34 488X300 11 18600X300 582X300 12 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 t r r110 100 68 4.5 7.6 6.5 3.4 14.345 11.261 12 120 74 5.0 8.4 7.0 3.5 17.818 13.987 12.6 126 74 5.0 8.4 7.0 3.5 18.118 14.223 14 140 80 5.5 9.1 7.5 3.8 21.516 16.890 16 160 88 6.0 9.*9 8.0 4.0 26.131 20.513 18 180 94 6.5 10.7 8.5 4.3 30.756 24.143 20a 200 100 7.0 11.4 9.0 4.5 35.578 27.927 20b 200 102 9.0 11.4 9.0 4.5 39.578 31.069 22a 220 110 7.5 12.3 9.5 4.8 42.128 33.070 22b 220 112 9.5 12.3 9.5 4.8 46.528 36.524 25a 250 116 8.0 13.0 10.0 5.0 48.541 38.105 25b 250 118 10.0 13.0 10.0 5.0 53.541 42.030 28a 280 122 8.5 13.7 10.5 5.3 55.404 43.492 28b 280 124 10.5 13.7 10.5 5.3 61.004 47.888 30a 300 12614.0 15.8 12.0 6.0 90.880 71.341 40a 400 142 10.5 16.5 12.5 6.3 86.112 67.598 40b 400 144 12.5 16.5 12.5 6.3 94.112 73.878 40c 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 13.5 18.0 13.5 6.8 111.446 87.458 45c 450 154 15.5 18.0 13.5 6.8 120.446 94.550 56a 560 166 12.5 21.0 14.5 7.3 135.435 106.316 56b 560 168 14.5 21.0 14.5 7.3 146.635 115.108 56c 560 170 16.5 21.0 14.5 7.3 157.835 123.900 63a 630 176 13.0 22.0 15.0 7.5 154.658 121.407 63b 630 178 15.0 22.0 15.0 7.5 167.258 131.298 63c 630 180 17.0 22.0 15.0 7.5 179.858 141.1894、欧洲H型钢标准HEA-IPBLACCORDING TO PRODUCTION: DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 10025WEIGHT DIMENSIONS ΔΙΑΤΟΜΗΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣkg / 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)ACCORDING TO PRODUCTION:DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 10025WEIGHT DIMENSIONS ΔΙΑΤΟΜΗΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣkg / 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 1090,0WEIGHT DIMENSIONSΔΙΑΤΟΜΗΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣkg / m mm cm2 cm3h b s t F Wx Wy80 6,000 80 46 3,8 5,2 7,64 20,0 3,69100 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）UPN-BEAMSACCORDINGTO PRODUCTION: DIN1026STEEL QUALITY:DIN 17100 / EN 10025WEIGHT kg / mDIMENSIONS (mm)ΔΙΑΤΟΜΗ(cm2)ΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣ(cm3)h b s t F Wx Wy40 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 1020,00 102,007、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 302SPHCSPHDSPHEJIS G3131SPHCSPHDSPHE适⽤于制造冷成型加⼯的零件。
常用型材技术参数
4.40
5.02
5.65
6.28
6.91
7.54
8.79
10.05
85
2.00
2.67
3.34
4.00
4.67
5.34
6.01
6.67
7.34
8.01
9.34
10.68
90
2.12
2.83
3.53
4.24
4.95
5.65
6.36
7.07
7.77
8.48
9.89
11.30
95
2.24
2.98
3.73
0.562
50
2
50.8
2.0
2.400
20
3/4
19.05
1.8
0.765
64
2
63.5
2.5
3.760
25
1
25.4
1.8
1.035
75
3
76.2
3.2
5.750
32
1
31.75
1.8
1.335
注 电线管每6m附带一个管接头，如计算电线管理论质量时，应另加管接头质量。电线管通常长度为3～9m。
附表5-9钢管技术数据
2000
1500
2000
0.8,0.9
1000
1500
1200
1420
1420
2000
1500
1800
2000
1500
1600
2000
1500
1700
2000
1500
1800
2000
1500
型材理论重量表
350*250
340*250
9
14
20
101.5
79.7
400*300
390*300
10
16
24
136.7
107
450*300
440*300
11
18
24
157.4
124
500*300
482*300
11
15
28
146.4
115
500*300
488*300
11
18
28
164.4
129
600*300
582*300
12
17
28
174.5
137
600*300
588*300
12
20
28
192.5
151
600*300
594*302
14
23
28
222.4
175
花纹板理论重量表（花纹板的理论重量）
厚度(mm)
理论重量（kg/m2）
菱形
扁豆形
圆豆形
2.5
21.6
21.3
21.1
3
25.6
24.4
24.3
3.5
H*B
t1
t2
r
cm2
kg/m
100*100
100*100
6
8
10
21.9
17.2
175*175
175*175
7.5
11
13
51.43
40.3
200*200
200*200
8
12
16
64.28
常用型钢规格(截面)表之欧阳科创编
工字型钢、角钢、槽钢、管材、圆钢、方管时间：2021.02.05 创作：欧阳科附录常用型钢规格表普通工字钢符号：h—高度；b—宽度；tw—腹板厚度；t—翼缘平均厚度；I—惯性矩；W—截面模量i—回转半径；Sx—半截面的面积矩；长度：型号10～18，长5～19m；型号20～63，长6～19m。
型号尺寸（mm）截面面积(cm2)理论重量(kg/m)x-x轴y-y轴hmmbmmt wmmtmmRmmI xcm4W xcm3i xcmI x/S xcmI ycm4W ycm3I ycm10 100 68 4.5 7.6 6.5 14.3 11.2 245 49 4.14 8.69 33 9.6 1.51 12.6 126 74 5 8.4 7 18.1 14.2 488 77 5.19 11 47 12.7 1.61 14 140 80 5.5 9.1 7.5 21.5 16.9 712 102 5.75 12.2 64 16.1 1.73 16 160 88 6 9.9 8 26.1 20.5 1127 141 6.57 13.9 93 21.1 1.89 18 180 94 6.5 10.7 8.5 30.7 24.1 1699 185 7.37 15.4 123 26.2 2.0020 a200100 711.4 935.5 27.9 2369 237 8.16 17.4 158 31.6 2.11b 102 9 39.5 31.1 2502 250 7.95 17.1 169 33.1 2.0722 a220110 7.512.3 9.542.1 33 3406 310 8.99 19.2 226 41.1 2.32b 112 9.5 46.5 36.5 3583 326 8.78 18.9 240 42.9 2.2725 a250116 813 1048.5 38.1 5017 401 10.2 21.7 280 48.4 2.4b 118 10 53.5 42 5278 422 9.93 21.4 297 50.4 2.3628 a280122 8.513.7 10.555.4 43.5 7115 508 11.3 24.3 344 56.4 2.49b 124 10.5 61 47.9 7481 534 11.1 24 364 58.7 2.4432 a320130 9.515 11.567.1 52.7 11080 692 12.8 27.7 459 70.6 2.62b 132 11.5 73.5 57.7 11626 727 12.6 27.3 484 73.3 2.57c 134 13.5 79.9 62.7 12173 761 12.3 26.9 510 76.1 2.5336 a360136 1015.8 1276.4 60 15796 878 14.4 31 555 81.6 2.69b 138 12 83.6 65.6 16574 921 14.1 30.6 584 84.6 2.64c 140 14 90.8 71.3 17351 964 13.8 30.2 614 87.7 2.6H 型钢符号：h—高度；b—宽度；t1—腹板厚度；t2—翼缘厚度；I—惯性矩；W—截面模量i—回转半径；Sx—半截面的面积矩。
常用型钢规格(截面)表之欧阳育创编
工字型钢、角钢、槽钢、管材、圆钢、方管时间：2021.02.04 创作：欧阳育附录常用型钢规格表普通工字钢符号：h—高度；b—宽度；tw—腹板厚度；t—翼缘平均厚度；I—惯性矩；W—截面模量i—回转半径；Sx—半截面的面积矩；长度：型号10～18，长5～19m；型号20～63，长6～19m。
型号尺寸（mm）截面面积(cm2)理论重量(kg/m)x-x轴y-y轴hmmbmmt wmmtmmRmmI xcm4W xcm3i xcmI x/S xcmI ycm4W ycm3I ycm10 100 68 4.5 7.6 6.5 14.3 11.2 245 49 4.14 8.69 33 9.6 1.51 12.6 126 74 5 8.4 7 18.1 14.2 488 77 5.19 11 47 12.7 1.61 14 140 80 5.5 9.1 7.5 21.5 16.9 712 102 5.75 12.2 64 16.1 1.73 16 160 88 6 9.9 8 26.1 20.5 1127 141 6.57 13.9 93 21.1 1.89 18 180 94 6.5 10.7 8.5 30.7 24.1 1699 185 7.37 15.4 123 26.2 2.0020 a200100 711.4 935.5 27.9 2369 237 8.16 17.4 158 31.6 2.11b 102 9 39.5 31.1 2502 250 7.95 17.1 169 33.1 2.0722 a220110 7.512.3 9.542.1 33 3406 310 8.99 19.2 226 41.1 2.32b 112 9.5 46.5 36.5 3583 326 8.78 18.9 240 42.9 2.2725 a250116 813 1048.5 38.1 5017 401 10.2 21.7 280 48.4 2.4b 118 10 53.5 42 5278 422 9.93 21.4 297 50.4 2.3628 a280122 8.513.7 10.555.4 43.5 7115 508 11.3 24.3 344 56.4 2.49b 124 10.5 61 47.9 7481 534 11.1 24 364 58.7 2.4432 a320130 9.515 11.567.1 52.7 11080 692 12.8 27.7 459 70.6 2.62b 132 11.5 73.5 57.7 11626 727 12.6 27.3 484 73.3 2.57c 134 13.5 79.9 62.7 12173 761 12.3 26.9 510 76.1 2.5336 a360136 1015.8 1276.4 60 15796 878 14.4 31 555 81.6 2.69b 138 12 83.6 65.6 16574 921 14.1 30.6 584 84.6 2.64c 140 14 90.8 71.3 17351 964 13.8 30.2 614 87.7 2.640 a400142 10.516.5 12.586.1 67.6 21714 1086 15.9 34.4 660 92.9 2.77b 144 12.5 94.1 73.8 22781 1139 15.6 33.9 693 96.2 2.71c 146 14.5 102 80.1 23847 1192 15.3 33.5 727 99.7 2.67H 型钢符号：h—高度；b—宽度；t1—腹板厚度；t2—翼缘厚度；I—惯性矩；W—截面模量i—回转半径；Sx—半截面的面积矩。
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。
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 4.95IPE A-80 78 46 3.3 4.2 5 6.38 5IPE-80 80 46 3.8 5.2 5 7.64 6IPE AA-100 97.6 55 3.6 4.4 7 8.56 6.72IPE A-100 98 55 3.6 4.7 7 8.78 6.89IPE-100 100 55 4.1 5.7 7 10.32 8.10IPE AA-120 117 64 3.8 4.8 7 10.65 8.36IPE A-120 117.6 64 3.8 5.1 7 11.03 8.66IPE-120 120 64 4.4 6.3 7 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 12.9IPE AA-160 156.4 82 4 5.6 7 15.68 12.31IPE A-160 157 82 4.0 5.9 9 16.18 12.7IPE-160 160 82 5.0 7.4 9 20.09 15.8IPE AA-180 176.4 91 4.3 6.2 9 19.03 14.94IPE A-180 177 91 4.3 6.5 9 19.58 15.4IPE-180 180 91 5.3 8.0 9 23.95 18.8IPE AA-200 196.4 100 4.5 6.7 12 22.87 17.95IPE A-200 197 100 4.5 7.0 12 23.47 18.4IPE-200 200 100 5.6 8.5 12 28.48 22.4IPE AA-220 216.4 110 4.7 7.4 12 26.99 21.19IPE A-220 217 110 5.0 7.7 12 28.26 22.2IPE-220 220 110 5.9 9.2 12 33.37 26.2IPE AA-240 236.4 120 4.8 8 15 31.71 24.89IPE A-240 237 120 5.2 8.3 15 33.31 26.2IPE-240 240 120 6.2 9.8 15 39.12 30.7IPE AA / IPE A / IPE / IPE O尺寸允许偏差h 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 ±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 ±1.0 500-600 ±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 t1 t2 H X B t1 t2100X100 100X100 6 8100X50 100X50 5 7125X125 125X125 6.5 9 125X60 6 8 150X150 150X150 7 10 150X75 5 7 175X175 175X175 7.5 11 175X90 5 8200X200 200X200 8 12 125X60 125X60 6 8 200X204 12 12 150X75 150X75 5 7250X250 244X252 11 11 175X90 175X90 5 8 250X250 9 14200X100198X99 4.5 7 250X255 14 14 200X100 5.5 8300X300 294X302 12 12250X125248X124 5 8 300X300 10 15 250X125 6 9 300X305 15 15300X150298X149 5.5 8350X350 338 X 351 13 13 300X150 6.5 9 344X348 10 16350X175346X174 6 9 350X350 12 19 350X175 7 11 350X357 19 19 400X150 400X150 8 13400X400 388X402 15 15400X200396X199 7 11394X398 11 18 400X200 8 13400X400 13 21450X150450X150 9 14 400X408 21 21 446X199 8 12 414X405 18 28 450X200 450X200 9 14 428X407 20 35 500X150 500X150 10 16 458X417 30 50500X200496X199 9 14 498X432 45 70 500X200 10 16500X500 492X465 15 20 506X201 11 19 502X465 15 25600X200596X199 10 15 502X470 20 25 600X200 11 17150X100 148X100 6 9 606X201 12 20200X150 194X150 6 9700X300 692X300 13 24250X175 244X175 7 11 700X300 13 24300X200 294X200 8 12800X300 792X300 14 22350X250 340X250 9 14 800X300 14 26400X300 390X300 10 16900X300 890X299 15 23450X300 440X300 11 18 900X300 16 28500X300 482X300 11 15 912X302 18 34 488X300 11 18600X300 582X300 12 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 t r r110 100 68 4.5 7.6 6.5 3.4 14.345 11.261 12 120 74 5.0 8.4 7.0 3.5 17.818 13.987 12.6 126 74 5.0 8.4 7.0 3.5 18.118 14.223 14 140 80 5.5 9.1 7.5 3.8 21.516 16.890 16 160 88 6.0 9.*9 8.0 4.0 26.131 20.513 18 180 94 6.5 10.7 8.5 4.3 30.756 24.143 20a 200 100 7.0 11.4 9.0 4.5 35.578 27.927 20b 200 102 9.0 11.4 9.0 4.5 39.578 31.069 22a 220 110 7.5 12.3 9.5 4.8 42.128 33.070 22b 220 112 9.5 12.3 9.5 4.8 46.528 36.524 25a 250 116 8.0 13.0 10.0 5.0 48.541 38.105 25b 250 118 10.0 13.0 10.0 5.0 53.541 42.030 28a 280 122 8.5 13.7 10.5 5.3 55.404 43.492 28b 280 124 10.5 13.7 10.5 5.3 61.004 47.888 30a 300 126 9.0 14.4 11.0 5.5 61.254 48.084 30b 300 128 11.0 14.4 11.0 5.5 67.254 52.794 30c 300 130 13.0 14.4 11.0 5.5 73.254 57.504 32a 320 130 9.5 15.0 11.5 5.8 67.516 52.717 32b 320 132 11.5 15.0 11.5 5.8 73.556 57.741 32c 320 134 13.5 15.0 11.5 5.8 79.956 62.765 36a 360 136 10.0 15.8 12.0 6.0 76.480 60.037 36b 360 138 12.0 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 40a 400 142 10.5 16.5 12.5 6.3 86.112 67.598 40b 400 144 12.5 16.5 12.5 6.3 94.112 73.878 40c 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 13.5 18.0 13.5 6.8 111.446 87.458 45c 450 154 15.5 18.0 13.5 6.8 120.446 94.550 56a 560 166 12.5 21.0 14.5 7.3 135.435 106.316 56b 560 168 14.5 21.0 14.5 7.3 146.635 115.108 56c 560 170 16.5 21.0 14.5 7.3 157.835 123.900 63a 630 176 13.0 22.0 15.0 7.5 154.658 121.407 63b 630 178 15.0 22.0 15.0 7.5 167.258 131.298 63c 630 180 17.0 22.0 15.0 7.5 179.858 141.1894、欧洲H型钢标准HEA-IPBLACCORDING TO PRODUCTION: DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 10025WEIGHT DIMENSIONS ΔΙΑΤΟΜΗΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣkg / 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)ACCORDING TO PRODUCTION:DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 10025WEIGHT DIMENSIONS ΔΙΑΤΟΜΗΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣkg / 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)CCORDING TO PRODUCTION: DIN 1025 / EN 10034, STEEL QUALITY: DIN 17100 / EN 10025WEIGHT DIMENSIONSΔΙΑΤΟΜΗΡΟΠΗΑΝΤΙΣΤΑΣΕΩΣkg / m mm cm2 cm3h b s t F Wx Wy80 6,000 80 46 3,8 5,2 7,64 20,0 3,69100 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）UPN-BEAMSACCORDINGTO PRODUCTION: DIN1026STEEL QUALITY:DIN 17100 / EN 10025WEIGHT kg / mDIMENSIONS (mm)ΔΙΑΤΟΜΗ(cm2)ΡΟΠΗ ΑΝΤΙΣΤΑΣΕΩΣ(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 0,8640 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 1020,00 102,007、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 302SPHCSPHDSPHEJIS G3131SPHCSPHDSPHE适用于制造冷成型加工的零件。
常用型钢规格(截面)表之欧阳治创编
工字型钢、角钢、槽钢、管材、圆钢、方管时间2021.03.10 创作：欧阳治附录常用型钢规格表普通工字钢符号：h—高度；b—宽度；tw—腹板厚度；t—翼缘平均厚度；I—惯性矩；W—截面模量i—回转半径；Sx—半截面的面积矩；长度：型号10～18，长5～19m；型号20～63，长6～19m。
型号尺寸（mm）截面面积(cm2)理论重量(kg/m)x-x轴y-y轴hmmbmmt wmmtmmRmmI xcm4W xcm3i xcmI x/SxcmI ycm4W ycm3I ycm10 1068 4.5 7.6 6.5 14.3 11.2 245 494.148.6933 9.61.5112.6 12674 5 8.4 7 18.1 14.2 488 775.1911 4712.71.6114 1480 5.5 9.1 7.5 21.5 16.9 712 1025.7512.26416.11.7316 1688 6 9.9 8 26.1 20.5 1127 1416.5713.99321.11.8918 1894 6.510.78.5 30.7 24.1 1699 1857.3715.412326.22.02 0 a2010711.4935.5 27.9 2369 2378.1617.415831.62.11 b1029 39.5 31.1 2502 2507.9517.116933.12.072 2 a22117.512.39.542.1 33 3406 3108.9919.222641.12.32 b1129.5 46.5 36.5 3583 3268.7818.924042.92.272 5 a251168 13 10 48.5 38.1 5017 40110.221.728048.42.4H型钢符号：h—高度；b—宽度；t1—腹板厚度；t2—翼缘厚度；I—惯性矩；W—截面模量i—回转半径；Sx—半截面的面积矩。
欧式标准槽铝型材型腔图-5页word资料
我把欧式标准槽铝型材型腔图（内平开下悬窗）的关键尺寸，整理后把图贴上来，另附dwg文件，方便查阅。
注意问题，请仔细看图1．内扇上有个尺寸（我画圈的）10.5mm这个尺寸，基本上10-11.5mm，10.5最好。
这种五金件有一个防误系统（平开时不能下悬，下悬时不能平开），不然让人把窗端走了。
这尺寸大于12.6mm时，防误系统已不起作用。
你可以拿各家型材厂这尺寸量一下，从10-13都有，最好是10.5mm，这尺寸非常容易忽视。
2．合页处有个22mm的尺寸，尺寸小了五金件装不进，尺寸大了合页侧与窗扇料相碰，无法装合页。
3．铝型材挤压模具的精度是0.3mm，五金压铸模的精度是0.1mm，五金压铸模开模成本远大于铝型材挤压模具开模成本，大家一定要想清楚，选型材要注意，不要以为做了15/20mm的槽口，就是欧式标准槽铝型材。
4．我们看室外侧，内扇和外框搭接仅2.5mm，初看认为不足以阻挡风雨，尘土。
注意千万不可增加其搭接量，造成中间11.5mm这尺寸变小，因为欧式标准槽的夹持式合页是按照11.5mm这个标准设计的，不然窗扇做出来，关闭的时候会及挤压锁点，造成窗无法关闭，或关闭困难。
实际上2.5mm搭接是采用雨幕原理，利用等压仓的原理排出渗进窗内的雨水，中间的挡水胶条一定要装好，不然形不成等压仓。
5．注意欧式标准槽铝型材型厂家，阳极氧化和喷涂不要共用一套模具，以免喷涂后槽口尺寸变小，影响与五金件的装配。
总觉的还有问题没讲清楚，稍后想起我再补充。
关于欧式标准槽铝型材与五金配件的配合我们国内的内开内倒窗用的型材槽口大多为20槽口，也有用23槽口的。
悬开五金件和大部分门窗五金都是依据相应的型材槽口设计的.窗扇的20槽口比较正式的名称为欧标槽口，也有的叫C槽。
欧标铝合金门窗框/扇的五金件空间要求见图1。
欧标扇槽的内部空间尺寸为20〈公差+0.3〉mm×3(公差+0.2,-0.l)mm,这就构成了绕窗扇一周的滑槽。
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。
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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。