常见型钢理论重量大全.doc

上传人:仙人指路1688 文档编号:2850375 上传时间:2023-02-27 格式:DOC 页数:10 大小:1.52MB
返回 下载 相关 举报
常见型钢理论重量大全.doc_第1页
第1页 / 共10页
常见型钢理论重量大全.doc_第2页
第2页 / 共10页
常见型钢理论重量大全.doc_第3页
第3页 / 共10页
常见型钢理论重量大全.doc_第4页
第4页 / 共10页
常见型钢理论重量大全.doc_第5页
第5页 / 共10页
点击查看更多>>
资源描述

《常见型钢理论重量大全.doc》由会员分享,可在线阅读,更多相关《常见型钢理论重量大全.doc(10页珍藏版)》请在三一办公上搜索。

1、热轧H-型钢(GB/T11263-2005)理论重量 表1型号截面尺寸/mm截面面积/cm2理论重量 kg/m型号截面尺寸/mm截面面积/cm2理论重量 kg/m高度*宽度H*Bt1t2r高度*宽度H*Bt1t2rHW100x100100x10068821.9016.90HN150x75150x7557817.8514.00125x125125x1256.59830.0023.60175x90150x9058822.9018.00150x150150x150710839.6531.10200x100198x994.57822.6917.80175x175175x1757.5111351.434

2、0.40200x1005.58826.6720.90200x200200x2008121363.5349.90250x125248x12458831.9925.70200x20412121371.5356.20250x12569836.9729.00250x250244x25211111381.3163.80300x150298x1495.581340.8032.00250x2509141391.4371.80300x1506.591346.7836.70250x255141413103.9381.60350x175346X174691352.4541.20300x300294x3021212

3、13106.3383.50350x1757111362.9149.40300x300101513118.4593.00400X150400X1508131370.3755.20300x305151513133.45104.80400x200396X1997111371.4156.10350x350338x351131313133.27104.60400x2008131383.3765.40344x348101613144.01113.00450x200446X1998121382.9765.10344x354161613164.65129.30450x2009141395.4374.90350

4、x350121913171.89134.90500x200496X1999141399.2977.90350x357191913196.39154.20500X200101613112.2588.10400x400388x402151522178.45140.10506X201111913129.31101.50394x398111822186.81146.60550X200546X19991413103.7981.50394x405181822214.39168.30550X200101613149.25117.20400x400132122218.69171.70600x200596X19

5、9101513117.7592.40400x408212122250.69196.80600X200111713131.71103.40414x405182822295.39231.90606X201122013149.77117.60428x407203522360.65283.10650X300646X299101513152.75119.90458x417305022528.55414.90650X300111713171.21134.40*498x432457022770.05604.50656X301122013195.77153.70*500x500492x465152022257

6、.95202.50700x300692X300132018207.54162.90502x465152522304.45239.00700x300132418231.54181.80502x470202522329.55258.70750X300734X299121618182.70143.40HM150x100148x10069826.3520.70742X300132018214.04168.00200x150194x150691338.1129.90750X300132418238.04186.90250x175244x1757111355.4943.60758X303162818284

7、.78223.60300x200294x2008121371.0555.80*800x300792x300142218239.50188.00350x250340x2509141399.5378.10800x300142618263.50206.80400x300390x300101613133.25104.60*850x300834x298141918227.46178.60450x300440x300111813153.89120.80842x299152318259.72203.90500x300482x300111513141.17110.80850x300162718292.1422

8、9.30488x300111813159.17124.90858x301173118324.72254.90550x300544x300111513147.99116.20*900x300890x299152318266.92209.50550x300111813165.99130.30900x300162818305.82240.10600x300582x300121713169.21132.80912x302183418360.06282.60588x300122012187.21147.00*1000x3000970x297162118276.00216.70594x3021423132

9、17.09170.40980x298172618315.50247.70HN100x50100x5057811.859.30990x298173118345.30271.10125x60125x6068816.6913.101000x300193618395.10310.20续表1 型号截面尺寸/mm截面面积/cm2理论重量 kg/m型号截面尺寸/mm截面面积/cm2理论重量 kg/m高度*宽度H*Bt1t2r高度*宽度H*Bt1t2rHN*1000x30001008x302214018439.26344.80HT175x90171x8946817.5913.80HT100x5095x483.

10、24.587.626.00175x175167x173571333.3226.2097x4945.589.387.40172x1756.59.51344.6535.00100x10096x994.56816.2112.70200x100193x983.24.5815.2612.00125x60118x583.24.589.267.30196x9946819.7915.50120x5945.5811.408.90200x150188x1494.56826.3520.70125x125119x1234.56820.1215.80200x200192x198681343.6934.30150x751

11、45x733.24.5811.479.00250x125244x1244.56825.8720.30147x7445.5814.1311.10250x175238x1734.581339.1230.70150x100139x973.24.5813.4410.50300x150294x1484.561331.9025.00142x994.56818.2814.30300x200286x198681349.3338.70150x150144x14857827.7721.80350x175340x1734.561336.9729.00147x14968.5833.6826.40400x150390x

12、148681347.5737.30175x90168x883.24.5813.5610.60400x200390x198681355.5743.60注:1、同一型号的产品,其内侧尺寸高度是一致 2、截面面积计算公式为“t1(H-2t2)+2Bt2+0.858r2” 3、 * 所示规格表示国内暂不能生产普通高频焊接薄壁H型钢理论重量 表2型号尺寸/mm截面面积cm2理论重量kg/m型号尺寸/mm截面面积cm2理论重量kg/mhbtwtfhbtwtf100100 50 2.3 3.2 5.35 4.2 250250 200 4.5 8 42.53 33.39 100 50 3.2 4.5 7.41

13、 5.82 250 200 4.5 10 50.35 39.52 100 100 4.5 6.0 15.96 12.53 250 200 6 6 38.28 30.05 100 100 6.0 8.0 21.04 16.52 250 200 6 8 46.04 36.14 120120 120 3.2 4.5 14.35 11.27 250 200 6 10 53.8 42.23 120 120 4.5 6 19.26 15.12 300300 150 3.2 4.5 22.81 17.91 150150 75 3.2 4.5 11.26 8.84 300 150 4.5 6 30.96 24

14、.3 150 75 4.5 6 15.21 11.94 300 150 6 8 41.04 32.22 150 100 4.5 6 18.21 14.29 300 150 6 10 46.8 36.74 150 150 4.5 6 24.21 19 300 200 3.2 4.5 27.31 21.44 200200 100 3 3 11.82 9.28 300 200 4.5 4.5 31.1 24.41 200 100 3.2 4.5 15.11 11.86 300 200 4.5 6 36.96 29.01 200 100 3.2 6 18.02 14.14 300 200 4.5 8

15、44.78 35.15 200 100 4.5 6 20.46 16.06 300 200 6 6 41.28 32.4 200 150 6 8 35.04 27.51 300 200 6 8 49.04 38.5 200 150 4.5 8 32.28 25.34 300 200 6 10 56.8 44.59 200 200 6 8 43.04 33.79 350350 150 3.2 4.5 24.41 19.16 200 250 8 10 64.4 50.55 350 150 4.5 6 33.21 26.07 250250 125 3 3 14.82 11.63 350 150 4.

16、5 8 39.03 30.64 250 125 3.2 4.5 18.96 14.89 350 150 4.5 10 44.85 35.21 250 150 3.2 6 25.62 20.11 350 150 6 8 44.04 34.57 250 150 4.5 6 28.71 22.54 350 175 4.5 6 36.21 28.42 250 150 4.5 8 34.53 27.11 350 175 4.5 8 43.03 33.78 250 150 6 8 38.04 29.86 350 175 4.5 10 49.85 39.13 250 200 4.5 6 34.71 27.2

17、5 400400 200 6 6 47.28 37.11 续表2 型号尺寸/mm截面面积cm2理论重量kg/m型号尺寸/mm截面面积cm2理论重量kg/mhbtwtfhbtwtf400400 150 3.2 4.5 26.01 20.42 400400 200 6 8 55.04 43.21 400 150 4.5 6 35.46 27.84 400 200 6 10 62.8 49.3 400 150 4.5 8 41.28 32.4 400 200 8 10 70.4 55.26 400 150 4.5 10 47.1 36.97 450450 200 4.5 4.5 37.85 29.7

18、1 400 150 6 6 41.28 32.4 450 200 4.5 6 43.71 34.31 400 150 6 8 47.04 36.93 450 200 4.5 8 51.53 40.45 400 150 6 10 52.8 41.45 450 200 4.5 10 59.35 46.59 400150 8 10 60.4 47.41 450 200 6 6 50.28 39.47 400 200 4.5 4.5 35.6 27.94 450 200 6 8 58.04 45.56 400 200 4.5 6 41.46 32.55 450 200 6 10 65.8 51.65

19、400 200 4.5 8 49.28 38.68 450 200 8 10 74.4 58.4 400 200 4.5 10 57.1 44.82 450 250 4.5 6 49.71 39.02 C型钢理论重量 表3型号尺寸/mm截面面积cm2理论重量kg/m型号尺寸/mm截面面积cm2理论重量kg/mhbathbatC808040202.25 4.293.37 C20020070202.25 8.346.55 C808040202.50 4.753.72 C20020070202.50 9.257.26 C808040202.75 5.194.08 C20020070202.75 10

20、.147.96 C808040203.00 5.644.42 C20020070203.00 11.048.66 C808050202.25 4.743.72 C20020080202.25 8.796.90 C808050202.50 5.254.12 C20020080202.50 9.757.65 C808050202.75 5.744.51 C20020080202.75 10.698.39 C808050203.00 6.244.89 C20020080203.00 11.649.13 C10010050202.25 5.194.08 C22022050202.25 7.896.19

21、 C10010050202.50 5.754.51 C22022050202.50 8.756.86 C10010050202.75 6.294.94 C22022050202.75 9.597.53 C10010050203.00 6.845.36 C22022050203.00 10.448.19 C12012050202.25 5.644.43 C22022060202.25 8.346.55 C12012050202.50 6.254.90 C22022060202.50 9.257.26 C12012050202.75 6.845.37 C22022060202.75 10.147.

22、96 C12012050203.00 7.445.84 C22022060203.00 11.048.66 C14014050202.25 6.094.78 C22022070202.25 8.796.90 C14014050202.50 6.755.29 C22022070202.50 9.757.65 C14014050202.75 7.395.80 C22022070202.75 10.698.39 C14014050203.00 8.036.31 C22022070203.00 11.679.13 C14014060202.25 6.545.13 C22022080202.25 9.2

23、47.25 C14014060202.50 7.255.69 C22022080202.50 10.258.04 C14014060202.75 7.946.23 C22022080202.75 11.248.82 C14014060203.00 8.646.78 C22022080203.00 12.249.60 C16016050202.25 6.545.13 C24024050202.25 8.346.55 C16016050202.50 7.255.69 C24024050202.50 9.257.26 C16016050202.75 7.946.23 C24024050202.75

24、10.147.96 C16016050203.00 8.646.78 C24024050203.00 11.048.66 C16016060202.25 6.99 5.49 C24024060202.25 8.79 6.90 C16016060202.50 7.75 6.08 C24024060202.50 9.75 7.65 续表3 型号尺寸/mm截面面积cm2理论重量kg/m型号尺寸/mm截面面积cm2理论重量kg/mhbathbatC16016060202.75 8.49 6.67 C24024060202.75 10.69 8.39 C16016060203.00 9.24 7.25

25、C24024060202.25 8.79 6.90 C16016070202.25 7.44 5.84 C24024060202.50 9.75 7.65 C16016070202.50 8.25 6.47 C24024060202.75 10.69 8.39 C16016070202.75 9.04 7.10 C24024060203.00 11.64 9.13 C16016070203.00 9.84 7.72 C24024070202.25 9.24 7.25 C18018050202.25 6.99 5.49 C24024070202.50 10.25 8.04 C1801805020

26、2.50 7.75 6.08 C24024070202.75 11.24 8.82 C18018050202.75 8.49 6.67 C24024070203.00 12.24 9.60 C18018050203.00 9.24 7.25 C24024080202.25 9.69 7.61 C18018060202.25 7.44 5.84 C24024080202.50 10.75 8.43 C18018060202.50 8.25 6.47 C24024080202.75 11.79 9.26 C18018060202.75 9.04 7.10 C24024080203.00 12.84

27、 10.07 C18018060203.00 9.84 7.72 C25025050202.25 8.57 6.72 C18018070202.25 7.89 6.19 C25025050202.50 9.50 7.45 C18018070202.50 8.75 6.86 C25025050202.75 10.42 8.18 C18018070202.75 9.59 7.53 C25025050203.00 11.34 8.90 C18018070203.00 10.44 8.19 C25025060202.25 9.02 7.08 C18018080202.25 8.34 6.55 C250

28、25060202.50 10.00 7.85 C18018080202.50 9.25 7.26 C25025060202.75 10.97 8.61 C18018080202.75 10.14 7.96 C25025060203.00 11.94 9.37 C18018080203.00 11.04 8.66 C25025070202.25 9.47 7.43 C20020050202.25 7.44 5.84 C25025070202.50 10.50 8.24 C20020050202.50 8.25 6.47 C25025070202.75 11.52 9.04 C2002005020

29、2.75 9.04 7.10 C25025070203.00 12.54 9.84 C20020050203.00 9.84 7.72 C25025075202.25 9.69 7.61 C20020060202.25 7.896.19 C25025075202.50 10.75 8.43 C20020060202.50 8.756.86 C25025075202.75 11.79 9.26 C20020060202.75 9.597.53 C25025075203.00 12.84 10.07 C20020060202.25 7.896.19 C25025080202.25 9.92 7.7

30、8 C20020060202.50 8.756.86 C25025080202.50 11.00 8.63 C20020060202.75 9.597.53 C25025080202.75 12.07 9.47 C20020060203.00 10.448.19 C25025080203.00 13.14 10.31 Z型钢理论重量 表4型号断面尺寸/mm理论重量Kg/mHBAtHBAT10040202.010040202.03.45410040202.510040202.54.317512050202.012050202.04.08212050202.512050202.55.1021205

31、0203.012050203.06.12314050202.514050202.55.49514050203.0140502036.59416060202.516060202.56.2816070202.516070202.56.62716070203.016070203.08.00718070202.518070202.57.06518070203.018070203.08.47820070202.520070202.57.45723075253.02307520310.12625075253.02507525310.5930085254.03008525416.328等边角钢理论重量 表5

32、型号圆角重心矩截面积理论重量型号圆角重心矩截面积理论重量RZ0ARZ0Ammcm2kg/mmmcm2kg/mL2033.56.01.130.89L9061024.410.648.3546.41.461.15724.812.39.66L2533.57.31.431.12825.213.9410.9547.61.861.461025.917.1713.48L3034.58.51.751.371226.720.3115.9448.92.281.79L10061226.711.939.37L3634.5102.111.66727.113.810.83410.42.762.16827.615.6412.28510.72.382.651028.419.2615.12L403510.92.361.851229.122.817.9411.33.092.421429.926.2620.61511.73.792.981630.629.6323.26L453512.22.662.09L11071229.615.211.93412.63.492.74830.117.2413.535134.293.371030.921.2616.69613.35.083.991231.625.219.78

展开阅读全文
相关资源
猜你喜欢
相关搜索
资源标签

当前位置:首页 > 建筑/施工/环境 > 项目建议


备案号:宁ICP备20000045号-2

经营许可证:宁B2-20210002

宁公网安备 64010402000987号