热轧轻型工字钢尺寸及理论重量

1、热轧轻型工字钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚10100554.59.4612120644.811.514140734.913.716160815.015.918180905.118.418a1801005.119.9202001005.221.020a2001105.222.7222201105.424.022a2201205.425.8242401155.627.324a2401255.629.4272701256.031.527a2701356.033.9303001356.536.530a3001456.539.2333301407.042.2363601457.548.

2、6404001558.056.1454501608.665.2505001709.576.85555018010.389.86060019011.1104.06565020012.0120.07070021013.0138.070a70021015.0158.070b70021017.5184.0热轧8#轻型工字钢尺寸及重量（据YB(T)65-87）规格型号尺寸理论重量高度腿宽腰厚880504.57.52W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）热轧普通工字钢尺寸及理论重量规格型号尺寸理论重量(kg/m)高度腿宽腰厚10100684.511.26112.6126745.014

3、.22314140805.516.8916160886.020.51318180946.524.14320a2001007.027.92920b2001029.031.06922a2201107.533.07022b2201129.536.52425a2501168.038.10525b25011810.042.03028a2801228.543.49228b28012410.547.88832a3201309.552.71732b32013211.557.74132c32013413.562.76536a36013610.060.03736b36013812.065.68936c360140

4、14.071.34140a40014210.567.59840b40014412.573.87840c40014614.580.15845a45015011.580.42045b45015213.587.48545c45015415.594.5550a50015812.093.65450b50016014.0101.50450c50016216.0109.35456a56016612.5106.31656b56016814.5115.10856c56017016.5123.90063a63017613.0121.40763b63017815.0131.29863c63018017.0141.1

5、89计算公式：W(kg/m)=0.00785*腰厚*高+f*(腿宽-腰厚）热轧轻型槽钢尺寸及理论重量规格型号尺寸理论重量高度腿宽腰厚550324.44.846.565364.45.90880404.57.0510100464.58.5912120524.810.4014a140624.913.3014140584.912.3016160645.014.2016a160685.015.3018180705.116.3018a180745.117.4020200765.218.4020a200805.219.822220825.421.022a220875.422.624240905.624.02

6、4a240955.625.827270956.027.7303001006.531.8333301057.036.5363601107.541.9404001158.048.3计算公式w(kg/m)=0.00785*腰厚*高+e*(腿宽-腰厚）热 轧 结 构 用 无 缝 钢 管180-21.5923.6725.7427.81194-23.3025.6027.8230.05203-29.1431.50219-31.5234.06245-38.23273-42.72热轧普通槽钢尺寸及理论重量规格 型号尺寸理论重量高度腿宽腰厚550374.55.4386.363404.86.634880435.08

7、.04510100485.310.00712.6126535.512.31814#a140586.014.53514#b140608.016.73316#a160636.517.24016#b160658.519.75418#a180687.020.17418#b180709.023.00020#a200737.022.63720#b200759.025.77722#a220777.024.99922#b220799.028.45325#a250787.027.41025#b250809.031.33525#c2508211.035.26028#a280827.531.42728#b28084

8、9.535.82328#c2808611.540.21932#a320888.038.08332#b3209010.043.10732#c3209212.048.13136#a360969.047.81436#b3609811.053.46636#c36010013.059.11840#a40010010.058.92840#b40010212.565.20840#c40010414.571.488热轧等边角钢尺寸及理论重量型号尺寸(mm)长度(m)理论重量(kg/m)边宽边厚220343-90.8891.1452.525343-91.1241.45933030343-91.3731.7863

9、.6363453-91.6562.1632.6544403453-91.8522.4222.9764.54534563-62.0882.7363.3693.98555034564-122.3323.0593.7704.4655.65634584-122.6243.4464.2516.5686.3634568104-123.9074.8225.7217.4699.151770456784-124.3725.3976.4067.3988.3737.5755678104-125.8186.9057.9769.03011.0898805678104-126.2117.3768.5259.65811.8

10、7499067810124-198.3509.65610.94613.47615.94010100678101214164-199.36610.83012.27615.12017.89820.61123.25711110781012144-1911.92813.53216.69019.78222.80912.51251012144-1919.13322.69626.19314140101214164-1921.48825.52229.49033.39316160101214166-1924.72929.39133.98738.51818180121416186-1933.15938.38343

11、.54248.6342020014161820246-1942.89448.68054.40160.05671.168计算公式：W(kg/m)=0.00785*边厚*（2边宽-边厚）热 轧 结 构 用 无 缝 钢 管外径(mm)壁厚(mm)2.02.533.544.555.566.5每米重量（kg）220.9861.201.41-251.131.391.631.86-28-1.571.852.11-30-1.702.002.292.56-32-1.822.152.462.763.053.333.593.854.0938-2.192.592.983.353.724.074.414.745.054

12、2-2.442.893.323.7504.164.564.955.335.6945-2.623.113.584.044.494.935.365.776.1750-2.933.484.014.545.055.556.046.516.9754-3.774.364.935.496.046.587.107.6157-4.004.625.235.836.416.997.558.1060-4.224.885.526.166.787.397.998.5863.5-4.485.185.876.557.217.878.519.1468-4.815.576.317.057.778.489.179.8670-4.9

13、65.746.517.278.018.759.4710.1873-5.186.006.817.608.389.169.9110.6676-5.466.267.107.938.759.5610.3611.1483-6.867.798.719.6210.5111.3912.2689-7.388.389.3810.3611.3312.2813.2295-7.908.9810.0411.1012.1413.1714.19102-8.509.6710.8011.9613.0914.2115.31108-10.2611.4912.7013.9015.0916.27114-10.8512.1513.4414.7215.9817.23121-11.5412.9314.3015.6717.0218.35127-12.1313.5915.0416.4817.9019.31133-12.7314.2615.7817.2918.7920.28140-15.0416.6518.241