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热轧不等边角钢概述

2018/06/19159 作者:佚名
导读:角钢 号数尺 寸/m截面 面积/cm²理论 质量/(kg/m)外表 面积/(m²/m)参考数值x-xY-YX1~X1Y1-Y1U-UBbdrIx/cm4ix/cmWx/cm³Iy/ cm4Iy/cmWy/cm³Ix1/ cm4Yo/ cmIyo/ cm4Xo/ cmIu/ cm4iu/ cmWu/ cm3TANA2.5/ 1.625163 43.51.162 1.499O.912 1.176O.0
角钢 号数尺 寸/m截面 面积/cm²理论 质量/(kg/m)外表 面积/(m²/m)参考数值
x-xY-YX1~X1Y1-Y1U-U
BbdrIx/cm4ix/cmWx/cm³Iy/ cm4Iy/cmWy/cm³Ix1/ cm4Yo/ cmIyo/ cm4Xo/ cmIu/ cm4iu/ cmWu/ cm3TANA
2.5/ 1.625163 43.51.162 1.499O.912 1.176O.080 O.079O.70 0.88O.78 0.770.43 O.55O.22 O.270.44 O.430.19 0.241.56 2.09O.86 0.90O.43 O.59O.42 0.460.14 O.17O.34 0.34O.16 0.200.392 0.381
3.2/232203 41.492 1.9391.171 1.522O.102 0.1011.53 1.931.01 1.00O.72 O.93O.46 O.57O.55 O.540.30 O.393.27 4.371.08 1.120.82 1.12O.49 O.530.28 O.350.43 O.420.25 O.32O.382 0.374
4/2.540253 441.890 2.4671.484 1.9360.127 O.1273.08 3.931.28 1.361.15 1.490.93 1.180.70 0.690.49 O.635.39 8.531.32 1.371.59 2.14O.59 O.63O.56 O.710.54 0.54O.40 O.52O.386 O.381
4.5/ 2.845283 452.149 2.8061.687 2.203O.143 0.1434.45 5.691.44 1.421.47 1.911.34 1.700.79 O.780.62 O.809.10 12.131.47 1.512.23 3.00O.64 0.68O.80 1.02O.61 0.600.51 O.660.383 O.380
5/3.250323 45.52.431 3.1771.908 2.4940.161 O.1606.24 8.021.60 1.591.84 2.392.02 2.58O.91 0.900.82 1.0612.49 16.651.60 1.653.31 4.450.73 O.771.20 1.53O.70 O.69O.68 0.870.404 0.402

TANA

角钢 号数尺 寸/m截面 面积/cm²理论 质量/(kg/m)外表 面积/(m²/m)参考数值
x-xY-YX1~X1Y1-Y1U-U
BbdrIx/cm4ix/cmWx/cm³Iy/ cm4Iy/cmWy/cm³Ix1/ cm4Yo/ cmIyo/ cm4Xo/ cmIu/ cm4iu/ cmWu/ cm3tana
5.6/ 3.656363 4 562.743 3.590 4.4152.153 2.818 3.466O.181 O.180 O.1808.88 11.45 13.861.80 1.79 1.772.32 3.03 3.712.92 3.76 4.491.03 1.02 1.011.05 1.37 1.6517.54 23.39 29.251.78 1.82 1.874.70 6.33 7.94O.80 0.85 0.881.73 2.23 2.670.79 0.79 0.78O.87 1.13 1.360.408 0.408 O.404
6.3/463404 5 6 774.058 4.993 5.908 6.8023.185 3.920 4.638 5.3390.202 O.202 O.201 O.20116.49 20.02 23.36 26.532.02 2.00 1.96 1.983.87 4.74 5.59 6.405.23 6.31 7.29 8.241.14 1.12 1.11 1.101.70 2.71 2.43 2.7833.30 41.63 49.98 58.072.04 2.08 2.12 2.158.63 10.86 13.12 15.470.92 O.95 0.99 1.033.12 3.76 4.34 4.97O.88 O.87 0.86 O.861.40 1.71 1.99 2.290.398 O.396 O.393 0.389
7/4.570454 5 6 77.54.547 5.609 6.647 7.6573.570 4.403 5.218 6.011O.226 0.225 0.225 0.22523.17 27.95 32.54 37.222.26 2.23 2.21 2.204.86 5.92 6.95 8.037.55 9.13 1O.62 12.011.29 1.28 1.26 1.252.17 2.65 3.12 3.5745.92 57.10 68.35 79.992.24 2.28 2.32 2.3612.26 15.39 18.58 21.841.02 1.06 1.09 1.134.40 5.40 6.35 7.16O.98 O.98 O.98 0.971.77 2.19 2.59 2.940.410 0.407 O.404 O.402
(7.5/ 5)7 5505 6 8 1O86.125 7.260 9.467 11.5904.808 5.699 7.431 9.098O.245 0.245 0.244 O.24434.86 41.12 52.39 62.712.39 2.38 2.35 2.336.5 8.12 10.52 12.7912.61 14.70 18.53 21.961.4.4 1.42 1.40 1.383.30 3.88 4.99 6.0470.00 84.30 112.50 140.802.40 2.44 2.52 2.6021.04 25.37 34.23 43.431.17 1.21 1.29 1.367.41 8.54 10.87 13.101.10 1.08 1.07 1.062.74 3.19 4.10 4.990.435 0.435 0.429 O.423
8/580505 6 7 88.56.375 7.560 8.724 9.8675.005 5.935 6.848 7.745O.255 O.255 O.255 O.25441.96 49.49 56.16 62.832.56 2.56 2.54 2.527.78 9.25 10.58 11.9212.82 14.95 16.96 18.851.42 1.41 1.39 1.383.32 3.91 4.48 5.0385.21 102.53 119.33 136.412.60 2.65 2.69 2.7321.06 25.41 29.82 34.321.14 1.18 1.21 1.257.66 8.85 10.18 11.381.10 1.08 1.08 1.072.74 3.20 3.70 4.16O.388 O.387 O.384 O.381
角钢 号数尺 寸/m截面 面积/cm²理论 质量/(kg/m)外表 面积/(m²/m)参考数值
x-xY-YX1~X1Y1-Y1U-U
BbdrIx/cm4ix/cmWx/cm³Iy/ cm4Iy/cmWy/cm³Ix1/ cm4Yo/ cmIyo/ cm4Xo/ cmIu/ cm4iu/ cmWu/ cm³tana
10/6.3100636 7 8 101O9.617 11.111 12.584 15.4677.550 8.722 9.878 12.1420.320 O.320 0.319 0.31999.06 113.45 127.37 153.813.21 3.20 3.18 3.1514.64 19.88 19.08 23.3230.94 35.26 39.39 47.121.79 1.78 1.77 1.746.35 7.29 8.21 9.98199.71 233.00 266.32 333.063.24 3.28 3.32 3.4050.50 59.14 67.88 85.731.43 1.47 1.50 1.5818.42 21.00 23.50 28.331.38 1.38 1.37 1.355.25 6.02 6.78 8.24O.394 0.393 0.391 0.387
10/8100806 7 8 101O.637 12.301 13.944 17.1678.350 9.656 10.946 13.4760.354 0.354 O.353 O.353107.04 122.73 137.92 166.873.17 3.16 3.14 3.1215.19 17.52 19.81 24.2461.24 70.08 78.58 94.652.40 2.39 2.37 2.3510.16 11.71 13.21 16.12199.83 233.20 266.61 333.632.95 3.00 3.04 3.12102.68 119.98 137.37 172.481.97 2.01 2.05 2.1331.65 36.17 40.58 49.101.72 1.72 1.71 1.698.37 9.60 1O.80 13.12O.627 O.626 O.625 0.622
11/7100706 7 8 101O10.637 12.301 13.944 17.1678.350 9.656 10.946 13.4760.354 0.354 O.353 O.353133.37 153.00 172.04 208.393.54 3.53 3.51 3.4817.85 20.60 23.30 28.5442.92 49.01 54.87 65.882.01 2.00 1.98 1.967.90 9.09 10.25 12.48265.78 310.07 254.39 443.133.53 3.57 3.62 3.7069.08 80.82 92.70 116.831.57 1.61 1.65 1.7225.36 28.95 32.45 39.201.54 1.53 1.53 1.516.53 7.50 8.45 10.29O.403 0.402 0.401 0.397
12.5 /8125807 8 10 121114.096 15.989 19.712 23.35111.066 12.551 15.474 18.330O.403 O.40 0.402 0.402227.98 256.77 312.04 364.414.02 4.01 3.98 3.9526.86 30.41 37.33 44.0174.42 83.49 100.67 116.672.30 2.28 2.26 2.2412.01 13.56 16.56 19.43454.99 519.99 650.09 780.394.01 4.06 4.14 4.22120.32 137.85 173.40 209.671.80 1.84 1.92 2.0043.81 49.15 59.45 69.351.76 1.75 1.74 1.729.92 11.18 13.64 16.O10.408 0.407 0.404 O.400
角钢 号数尺 寸/m截面 面积/cm²理论 质量/(kg/m)外表 面积/(m²/m)参考数值
x-xY-YX1~X1Y1-Y1U-U
BbdrIx/cm4ix/cmWx/cm³Iy/ cm4Iy/cmWy/cm³Ix1/ cm4Yo/ cmIyo/ cm4Xo/ cmIu/ cm4iu/ cmWu/ cm3tana
14/9140908 10 12 141218.038 22.261 26.400 30.45614.160 17.475 20.724 23.908O.453 0.452 O.451 0.451365.64 445.50 521.59 594.104.50 4.47 4.44 4.4238.48 47.31 55.87 64.18120.69 146.03 169.79 192.102.59 2.56 2.54 2.5117.34 21.22 24.95 28.54730.53 913.20 1096.09 1279.204.50 4.58 4.66 4.74197.79 243.92 296.89 348.822.04 2.12 2.19 2.2770.83 85.82 100.21 114.131.98 1.96 1.95 1.9414.31 17.48 20.54 23.52O.411 O.409 0.406 0.403
16/101601001O 12 14 161325.315 30.054 34.709 39.28119.872 23.592 27.247 30.835O.512 0.511 0.510 0.510668.69 784.91 896.30 1003.045.14 5.11 5.08 5.0562.13 73.49 84.56 95.33205.03 239.06 271.20 301.602.85 2.82 2.80 2.7726.56 31.28 35.83 40.241362.89 1635.56 1908.50 2181.795.24 5.32 5.40 5.48336.59 405.94 476.42 548.222.28 2.36 2.43 2.51121.74 142.33 162.23 182.572.19 2.17 2.16 2.1621.92 25.79 29.56 33.44O.390 O.388 O.385 0.382
18/111801O1O 12 14 1628.373 33.712 38.967 44.13922.273 26.464 30.589 34.6490.571 O.571 O.570 0.569956.25 1124.721286.91 1443.065.80 5.78 5.75 5.7278.96 93.53 107.76 121.64278.11 325.03 369.55 411.853.13 3.10 3.08 3.0632.49 38.32 43.97 49.441940.40 2328.38 2716.66 3105.155.89 5.98 6.06 6.14447.22 538.94 631.95 726.462.44 2.52 2.59 2.67166.50 194.87 222.30 248.942.42 2.40 2.39 2.3826.88 31.66 36.32 40.870.376 O.374 O.372 0.369
20/ 12.520012512 14 16 181437.912 43.867 49.739 55.52629.761 34.436 39.045 43.588O.641 O.640 O.639 0.6391570.90 1800.97 2023.35 2238.306.44 6.41 6.38 6.35116.73 134.65 152.18 169.33483. 16 550.83 615.44 677. 193.57 3.54 3.52 3.4949.99 57.44 64.69 71.743193.85 3726.17 4258.86 4792.006.54 6.62 6.70 6.78787.74 922.47 1058.86 1197.132.83 2.91 2.99 3.06285.79 326.58 366.21 404.832.74 2.73 2.71 2.7041.23 47.34 53.32 59.180.392 0.390 O.388 O.385

孔型设计,不做交货条件。

角钢号数边宽Bb /mm边厚d/mm长度/m角钢号数边宽B.b /mm边厚d/mm长度/m
2.5/1.6~5.6/3.6 6.3/4~9/5.6±O.8 土1.5±0.4 土0.64~12 4~1210/6.3~14/9 16/10~20/12.5±2.O 士2.5±0.7 ±1.O4~19 6~19
*文章为作者独立观点,不代表造价通立场,除来源是“造价通”外。
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