角钢理论重量

角角钢钢理理论论重重量量 一一、热热轧轧等等边边角角钢钢理理论论重重量量表表 型号 尺寸（mm)理论重量 型号 尺寸（mm)理论重量 边宽厚度kg/m边宽厚度kg/m 220 30.877 990 1013.476 41.1451215.94 2.525 31.121 10100 69.366 41.459710.83 330 31.373812.276 41.7861015.12 440 31.8521217.898 42.4221420.611 52.9761623.257 550 32.332 11110 711.928 43.059813.532 53.771016.69 64.4651219.782 6.363 43.0971422.809 54.822 12.5125 815.504 65.7211019.133 87.4691222.696 109.1511426.193 770 44.372 14140 1021.488 55.3971225.522 66.4061429.49 77.3981633.393 88.373 16160 1024.729 7.575 55.8181229.391 66.9051433.987 77.9761638.518 89.03 18180 1233.159 1011.0891438.383 880 56.2211643.542 67.3761848.634 78.525 20200 1442.894 89.6581648.68 1011.8741854.401 990 68.352060.056 79.6562471.168 810.946 热轧等边角钢尺寸及重量 计算公式：W(kg/m)=0.00785*边厚*（2边宽-边厚） 二二、热热轧轧不不等等边边角角钢钢尺尺寸寸、理理论论重重量量表表 型号 尺寸（mm）理论重量 （kg/m）长边宽短边宽边厚 2.5/16 251630.912 251641.176 3.2/2 322031.171 322041.522 4/2.5 402531.484 402541.936 4.5/2.8 452831.687 452842.203 5/3.2 503231.908 503242.494 5.6/3.6 563632.153 563642.818 563653.466 6.3/4 634043.185 634053.92 634064.638 634075.339 7/4.5 704543.57 704554.403 704565.218 704576.011 7.5/5 755054.808 755065.699 755087.431 7550109.098 8/5.0 805055.005 805065.935 805076.848 805087.745 9/5.6 905655.661 905666.717 905677.756 905688.779 10/6.3 1006367.55 1006378.722 1006389.878 100631012.142 10/8.0 1008068.35 1008079.656 10080810.946 100801013.476 11/7.0 1107068.35 1107079.656 11070810.946 110701013.476 12.5/8 12580711.066 12580812.511 125801015.474 125801218.33 14/9.0 14090814.16 140901017.475 140901220.724 140901423.908 16/10.0 1601001019.872 1601001223.592 1601001427.247 1601001630.835 18/11.0 1801101022.273 1801101226.464 1801101430.589 1801101634.649 20/12.5 2001251229.761 2001251434.436 2001251639.045 2001251843.588 不等边角钢理重计算：W(kg/m)=0.00785*边厚*（长边宽+短边宽-边厚） 三三、等等边边角角钢钢理理论论重重量量 热轧等边角铁规格重量表/每米 角钢号数 尺寸（毫米）截断面积 理论重量表面积 AbTr（cm） （kg/m） （/m） 220 3 3.5 1.1320.8890.078 41.4591.1450.077 2.525 3 3.5 1.4321.1240.098 41.8591.4590.097 330 3 4.5 1.7491.3730.117 42.2761.7860.117 3.636 3 4.5 2.1091.6560.141 42.7562.1630.141 53.3822.6540.141 440 3 5 2.3591.8520.157 43.0862.4220.157 53.7912.9760.156 4.545 3 5 2.6592.0880.177 43.4862.7360.177 54.2920.3690.176 65.0763.9850.176 550 3 5.5 2.9712.3320.197 43.8973.0590.197 550 5 5.5 4.8033.770.196 65.6884.4650.196 5.656 3 6 3.3432.6240.221 44.393.4460.22 55.4154.2510.22 88.3676.5680.219 12.5/8 6.363 4 7 4.9783.9070.248 56.1434.8220.248 67.2885.7210.247 89.5157.4690.247 1011.6579.1510.246 770 4 8 5.574.3720.275 56.8755.3970.275 68.166.4060.275 79.4247.3980.275 810.6678.3730.274 7.575 5 9 7.3675.8180.295 68.7976.9050.294 710.167.9760.294 811.5039.030.294 1014.12611.0890.293 880 5 9 7.9126.2110.315 69.3977.3760.314 710.868.5250.314 812.3039.6580.314 1015.12611.8740.313 990 6 10 10.6378.350.354 712.3019.6560.354 813.94410.9460.353 1017.16713.4760.353 1220.30615.940.352 10100 6 12 11.9329.3660.393 713.79610.830.393 815.63812.2760.393 1019.26115.120.392 12 12 22.817.8980.391 1426.25620.6110.391 1629.62723.2570.39 11110 7 12 15.19611.9280.433 817.23813.5320.433 1021.26116.690.432 1225.219.7820.431 1429.05622.8090.431 14140 10 14 27.37321.4880.551 1232.51225.5220.551 1437.56729.490.55 1642.53933.3930.549 16160 10 16 31.50224.7290.63 1237.44129.3910.63 1443.29633.9870.629 1649.06738.5180.629 18180 12 16 42.24133.1590.71 144