型钢截面尺寸、截面面积、理论重量及外表面积.xls

1、h型钢截面尺寸、截面面积、理论重量及外表面积第1页，共34页 h h型型钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积-gb/t11263-2005-gb/t11263-2005 h高度；b宽度；t1腹板厚度；t2翼缘厚度；r圆角半径 类别 型号 (高度宽度) 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/ （m2/m） hbt1t2r hw 10010010010068821.5916.900.574 1251251251256.59830.0023.600.723 150150150150710839.6531.100.872 1751751

2、751757.5111351.4340.301.013 200200 2002008121363.5349.901.162 20020412121371.5356.201.170 250250 24425211111381.3163.801.452 2502509141391.4371.801.460 250255141413103.9381.601.470 300300 294302121213106.3383.501.750 300300101513118.4593.001.758 300305151513133.45104.801.768 350350 338351131313133.2

3、7104.602.032 344348101613144.01113.002.038 344354161613164.65129.302.050 350350121913171.89134.902.054 350357191913196.39154.202.068 400400 388402151522178.45140.102.316 394398111822186.81146.602.320 394405181822214.39168.302.334 400400132122218.69171.702.336 400408212122250.69196.802.352 4144051828

4、22295.39231.902.374 428407203522360.65281.302.406 458417305022528.55414.902.486 498432457022770.05604.502.596 500500 492465152022257.95202.502.776 502465152522304.45239.002.796 502470202522329.55258.702.806 hm 15010014810069826.3520.700.670 h型钢截面尺寸、截面面积、理论重量及外表面积第2页，共34页 h h型型钢钢截截面面尺尺寸寸、截截面面面面积积、理理论

5、论重重量量及及外外表表面面积积-gb/t11263-2005-gb/t11263-2005 h高度；b宽度；t1腹板厚度；t2翼缘厚度；r圆角半径 类别 型号 (高度宽度) 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/ （m2/m） hbt1t2r 20015019415069838.1129.900.962 2501752441757111355.4943.601.152 300 2002942008121371.0555.801.350 3502503402509141399.5378.101.640 400300390300101613133.25104.601.93

6、8 450300440300111813153.89120.802.036 500300 482300111513141.17110.802.120 488300111813159.17124.902.132 550300 544300111513147.99116.202.244 550300111813165.99130.302.256 600300 582300121713169.21132.802.318 588300122013187.21147.002.330 594302142313217.09170.402.346 hn 100 501005057811.859.300.376

7、 125601256068816.6913.100.464 150751507557817.8514.000.576 175901759058822.9018.000.686 200100 198994.57822.6917.800.769 2001005.58826.6720.900.775 250125 24812458831.9925.100.968 25012569836.9729.000.974 300150 2981495.581340.8032.001.159 3001506.591346.7836.701.165 350175 346174691352.4541.201.354

8、 3501757111362.9149.401.364 4001504001508131370.3755.201.362 400200 3961997111371.4156.101.552 4002008131383.3765.401.562 hn 450200 4461998121382.9765.101.650 4502009141395.4374.901.660 hm h型钢截面尺寸、截面面积、理论重量及外表面积第3页，共34页 h h型型钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积-gb/t11263-2005-gb/t11263-2005 h高度；b宽

9、度；t1腹板厚度；t2翼缘厚度；r圆角半径 类别 型号 (高度宽度) 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/ （m2/m） hbt1t2r 500200 4961999141399.2977.901.748 500200101613112.2588.101.758 506201111913129.31101.501.772 550200 54619991413103.7981.501.848 550200101613149.25117.201.858 600200 596199101513117.7592.401.946 600200111713131.71103.4

10、01.956 606201122013149.77117.601.970 650300 649299101513152.75119.902.452 650300111713171.21134.402.456 656301122013195.77153.702.470 700300 692300132018207.54162.902.527 700300132418231.54181.802.543 750300 734299121618182.70143.402.609 742300132018214.04168.002.627 750300132418238.04186.902.643 75

11、8303162818284.78223.602.665 800300 792300142218239.50188.002.725 800300142618263.50206.802.741 850300 834298141918227.46178.602.801 842299152318259.72203.902.819 858301173118324.72254.902.855 900300 890299152318266.92213.002.915 900300162818305.82240.102.937 912302183418305.82240.102.965 1000300 970

12、297162118376.00216.703.065 980298172618315.50247.703.087 hn1000300 990298173118345.30271.103.107 1000300193618395.10310.203.131 1008302214018439.26344.803.151 hn h型钢截面尺寸、截面面积、理论重量及外表面积第4页，共34页 h h型型钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积-gb/t11263-2005-gb/t11263-2005 h高度；b宽度；t1腹板厚度；t2翼缘厚度；r圆角半径 类别 型号

13、 (高度宽度) 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/ （m2/m） hbt1t2r h型钢外表面积计算公式：s表=b2+t24+（b-t1-2r）2+（h-2t2-2r）2+2r1000 工字钢截面尺寸、截面面积、理论重量及外表面积第5页，共34页 工工字字钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积-gb/t706-2008-gb/t706-2008 h-高度；b-腿宽度；d-腰厚度；t-平均腿厚度；r-内圆弧半径；r1-腿端圆弧半径 型号 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/（ cm2/m） hbdtr

14、r1 10100684.57.66.53.314.34511.2610.429 12120745.08.47.03.518.11814.2230.488 14140805.59.17.53.821.51616.8900.548 16160886.09.98.04.026.13120.5130.616 18180946.510.78.54.330.75624.1430.675 20a2001007.011.49.04.535.57827.9290.735 20b2001029.011.49.04.539.57831.0690.739 22a2201107.512.39.54.842.12833.

15、0700.810 22b2201129.512.39.54.846.52836.5240.814 24a2401168.013.010.05.047.74137.4770.870 24b24011810.013.010.05.052.54141.2450.874 25a2501168.013.010.05.048.54138.1050.890 25b25011810.013.010.05.053.54142.0300.894 27a2701228.513.710.55.354.55442.8250.950 27b27012410.513.710.55.359.95447.0640.954 28

16、a2801228.513.710.55.355.40443.4920.970 28b28012410.513.710.55.361.00447.8880.974 30a3001269.014.411.05.561.25448.0841.022 30b30012811.014.411.05.567.25452.7941.026 30c30013013.014.411.05.573.25457.5041.030 32a3201309.515.011.55.867.15652.7171.074 32b32013211.515.011.55.873.55657.7411.078 32c32013413

17、.515.011.55.879.95662.7651.082 36a36013610.015.812.06.076.48060.0371.174 36b36013812.015.812.06.083.68065.6891.178 36c36014014.015.812.06.090.88071.3411.182 40a40014210.516.512.56.386.11267.5981.274 40b40014412.516.512.56.394.11273.8781.278 40c40014614.516.512.56.3102.11280.1581.282 45a45015011.518.

18、013.56.8102.44680.4201.397 45b45015213.518.013.56.8111.44687.4851.401 45c45015415.518.013.56.8120.44694.5501.405 50a50015812.020.014.07.0119.30493.6541.520 50b50016014.020.014.07.0129.304101.5041.524 50c50016216.020.014.07.0139.304109.3541.528 工字钢截面尺寸、截面面积、理论重量及外表面积第6页，共34页 工工字字钢钢截截面面尺尺寸寸、截截面面面面积积、理

19、理论论重重量量及及外外表表面面积积-gb/t706-2008-gb/t706-2008 h-高度；b-腿宽度；d-腰厚度；t-平均腿厚度；r-内圆弧半径；r1-腿端圆弧半径 型号 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/（ cm2/m） hbdtrr1 55a55016612.521.014.57.3134.185105.3351.647 55b55016814.521.014.57.3145.185113.9701.651 55c55017016.521.014.57.3156.185122.6051.655 56a56016612.521.014.57.3135.4

20、35106.3161.667 56b56016814.521.014.57.3146.635115.1081.671 56c56017016.521.014.57.3157.835123.9001.675 63a63017613.022.015.07.5154.658121.4071.841 63b63017815.022.015.07.5167.258131.2981.845 63c63018017.022.015.07.5179.858141.1891.849 工字钢外表面积计算公式：s表=b2+（h-2t-2r）2+（b-2r-2r1-d）2+2r+2r11000 槽钢截面尺寸、截面面积

21、、理论重量及外表面积第7页，共34页 槽槽钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积-gb/t706-2008-gb/t706-2008 h-高度；b-腿宽度；d-腰厚度；t-平均腿厚度；r-内圆弧半径；r1-腿端圆弧半径 型号 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/ （cm2/m） hbdtrr1 550374.57.07.03.56.9285.4380.202 6.363404.87.57.53.88.4516.6340.237 6.565404.37.57.53.88.5476.7090.242 880435.08.08.04.

22、0102488.0450.280 10100485.38.58.54.212.74810.0070.336 12120535.59.09.04.515.36212.0590.393 12.6126535.59.09.04.515.69212.3180.405 14a140586.09.59.54.818.51614.5350.450 14b140608.09.59.54.821.31616.7330.454 16a160636.510.010.05.021.96217.2400.506 16b160658.510.010.05.025.16219.7520.510 18a180687.010.

23、510.55.225.69920.1740.563 18b180709.010.510.55.229.29923.0000.567 20a200737.011.011.05.528.83722.6370.620 20b200759.011.011.05.532.83725.7770.624 22a220777.011.511.55.831.84624.9990.673 22b220799.011.511.55.836.24628.4530.677 24a240787.012.012.06.034.21726.8600.715 24b240809.012.012.06.039.01730.628

24、0.719 24c2408211.012.012.06.043.81734.3960.723 25a250787.012.012.06.034.91727.4100.735 25b250809.012.012.06.039.91731.3350.739 25c2508211.012.012.06.044.91735.2600.743 27a270827.512.512.56.239.28430.8380.787 27b270849.512.512.56.244.68435.0770.791 27c2708611.512.512.56.250.08439.3160.795 28a280827.5

25、12.512.56.240.03431.4270.807 28b280849.512.512.56.245.63435.8230.811 28c2808611.512.512.56.251.23440.2190.815 30a300857.513.513.56.843.90234.4630.854 30b300879.513.513.56.849.90239.1730.858 30c3008911.513.513.56.855.90243.8830.862 32a320888.014.014.07.048.51338.0830.902 32b3209010.014.014.07.054.913

26、43.1070.906 32c3209212.014.014.07.061.31348.1310.910 槽钢截面尺寸、截面面积、理论重量及外表面积第8页，共34页 槽槽钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积-gb/t706-2008-gb/t706-2008 h-高度；b-腿宽度；d-腰厚度；t-平均腿厚度；r-内圆弧半径；r1-腿端圆弧半径 型号 截面尺寸nma 截面面积 cm 理论质量 (kgm) 外表面积/ （cm2/m） hbdtrr1 36a360969.016.016.08.060.91047.8141.001 36b3609811.016.

27、016.08.068.11053.4661.005 36c36010013.016.016.08.075.31o59.1181.009 40a40010010.518.018.09.075.06858.9281.084 40b40010212.518.018.09.083.06865.2081.088 40c40010414.518.018.09.091.06871.4881.092 槽钢外表面积计算公式：s表=b2+（2h-2t-2r）+（b-2r-2r1-d）2+r+r11000 等边角钢截面尺寸、截面面积、理论重量及外表面积第9页，共34页 等等边边角角钢钢截截面面尺尺寸寸、截截面面面面

28、积积、理理论论重重量量及及外外表表面面积积- - gb/t706-2008gb/t706-2008 角钢号数 尺 寸mm 截面面积/mm 理论质量 (kgm) 外表面积 (m2m) 重心距离zo cm bdr 220 3 3.5 1.1320.8890.078o.60 41.4591.1450.0770.64 2.525 31.4321.1240.0980.73 41.8591.459o.097o.76 330 3 4.5 1.7491.373o.1170.85 42.2761.7860.117o.89 3.636 32.1091.656o.14l1.00 42.7562.1630.1411.

29、04 53.3822.654o.1411.07 440 3 5 2.3591.852o.1571.09 43.0862.4220.1571.13 53.7912.976o.1561.17 4.545 3 5 2.6592.0880.1771.22 43.4862.736o.1771.26 54.2923.3690.1761.30 65.0763.985o.1761.33 550 3 5.5 2.97l2.332o.1971.34 43.8973.059o.1971.38 54.8033.770o.1961.42 65.6884.4650.1961.46 5.656 3 6 3.3432.624

30、0.22l1.48 44.3903.4460.2201.53 55.4154.251o.2201.57 66.4205.0400.2201.61 77.4045.8120.2191.64 88.3676.568o.2191.68 660 5 6.5 5.8294.5760.2361.67 66.9145.4270.2351.70 77.9776.2620.2351.74 89.0207.0810.2351.78 6.363 4 7 4.9783.9070.2481.70 56.1434.822o.2481.74 67.2885.721o.2471.78 78.4126.6030.2471.82

31、 89.5157.469o.2471.85 6.36310711.6579.15lo.2461.93 等边角钢截面尺寸、截面面积、理论重量及外表面积第10页，共34页 等等边边角角钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积- - gb/t706-2008gb/t706-2008 角钢号数 尺 寸mm 截面面积/mm 理论质量 (kgm) 外表面积 (m2m) 重心距离zo cm bdr 770 4 8 5.5704.3720.2751.86 56.8755.397o.2751.91 68.1606.406o.2751.95 79.4247.398o.2751.

32、99 810.6678.3730.2742.03 7.575 5 9 7.4125.8180.2952.04 68.7976.905o.2942.07 710.1607.976o.2942.11 811.5039.030o.2942.15 912.82510.0680.2942.18 1014.12611.0890.2932.22 880 5 9 7.9126.211o.3152.15 69.3977.376o.3142.19 710.8608.5250.3142.23 812.3039.6580.3142.27 913.72510.7740.3142.31 1015.12611.8740.3

33、132.35 990 6 10 lo.6378.350o.3542.44 712.3019.656o.3542.48 813.94410.946o.3532.52 915.56612.2190.3532.56 1017.16713.4760.3532.59 1220.30615.940o.3522.67 1o100 6 12 11.9329.366o.3932.67 713.79610.830o.3932.71 815.63812.2760.3932.76 917.46213.7080.3922.80 1019.26115.1200.3922.84 1222.80017.898o.3912.9

34、1 1426.25620.611o.3912.99 1629.62723.2570.3903.06 11110 7 12 15.19611.9280.4332.96 817.23813.5320.4333.01 1021.26l16.6900.4323.09 11110 12 12 25.20019.7820.43l3.16 1429.05622.8090.43l3.24 等边角钢截面尺寸、截面面积、理论重量及外表面积第11页，共34页 等等边边角角钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积- - gb/t706-2008gb/t706-2008 角钢号数 尺

35、 寸mm 截面面积/mm 理论质量 (kgm) 外表面积 (m2m) 重心距离zo cm bdr 12.5125 8 14 19.75015.504o.4923.37 1024.37319.133o.49l3.45 1228.91222.6960.4913.53 1433.36726.193o.4903.61 1637.73929.6250.4893.68 14140 10 14 27.37321.4880.5513.82 1232.51225.5220.5513.90 1437.56729.490o.5503.98 1642.53933.3930.5494.06 15150 8 14 23.

36、75018.6440.5923.99 1029.37323.0580.5914.08 1234.91227.4060.5914.15 1440.36731.6880.5904.23 1543.06333.8040.5904.27 1645.73936.9050.5894.31 16160 10 16 31.50224.7290.6304.31 1237.44l29.391o.6304.39 1443.29633.987o.6294.47 1649.06738.5180.6294.55 18180 12 16 42.24133.1590.7104.89 1448.89638.3830.7094.

37、97 1655.46743.5420.7095.05 1861.95548.6340.7085.13 20200 14 18 54.64242.8940.7885.46 1662.01348.6800.7885.54 1869.30154.401o.7875.62 2076.50560.0560.7875.69 2490.66171.168o.7855.87 22220 16 21 58.66453.9010.8666.03 1876.75260.2500.8666.11 2084.75666.5330.8656.18 2292.67672.7510.8656.26 24100.51278.9

38、020.8646.33 222202621108.26484.9870.8646.41 25250 18 24 87.84268.9560.9856.84 2097.04576.1800.9846.92 等边角钢截面尺寸、截面面积、理论重量及外表面积第12页，共34页 等等边边角角钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积- - gb/t706-2008gb/t706-2008 角钢号数 尺 寸mm 截面面积/mm 理论质量 (kgm) 外表面积 (m2m) 重心距离zo cm bdr 24115.20190.4330.9837.07 26124.15497.

39、4610.9827.15 28133.022104.4220.9827.22 30141.807111.3180.9817.30 32150.508118.1490.9817.37 35163.402128.2710.9807.48 2525024 不等边角钢截面尺寸、截面面积、理论重量及外表面积第13页，共34页 不不等等边边角角钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积- - gb/t706-2008gb/t706-2008 角钢号数 尺 寸m 截面面积/cm2 理论质量 /(kg/m) 外表面积 /(m2/m) bbdr 2.51.62516 3 3.5

40、 1.1620.9120.080 41.4991.1760.079 3.2/23220 31.4921.1710.102 41.9391.5220.101 42.54025 3 4 1.8901.4840.127 42.4671.9360.127 4.52.84528 3 5 2.1491.6870.143 42.8062.2030.143 53.25032 3 5.5 2.4311.9080.161 43.1772.4940.160 5.63.65636 3 6 2.7432.1530.181 43.5902.8180.180 54.4153.4660.180 6.346340 4 7 4.

41、0583.1850.202 54.9933.9200.202 65.9084.6380.201 76.8025.3390.201 74.57045 4 7.5 4.5473.5700.226 55.6094.4030.225 66.6475.2180.225 77.6576.0110.225 7.557550 5 8 6.1254.8080.245 67.2605.6990.245 89.4677.4310.244 1o11.5909.098o.244 8/58050 5 8 6.3755.005o255 67.5605.935o255 78.7246.848o255 89.8677.745o

42、254 9/5.69056 5 9 7.2125.6610.287 68.5576.7170.286 79.8807.7560.286 811.1838.7790.286 106.310063 6 1o 9.6177.5500.320 711.1118.722o.320 不等边角钢截面尺寸、截面面积、理论重量及外表面积第14页，共34页 不不等等边边角角钢钢截截面面尺尺寸寸、截截面面面面积积、理理论论重重量量及及外外表表面面积积- - gb/t706-2008gb/t706-2008 角钢号数 尺 寸m 截面面积/cm2 理论质量 /(kg/m) 外表面积 /(m2/m) bbdr 106.3

43、10063 8 10 12.5849.8780.319 1015.46712.1420.319 10/810080 6 10 1o.6378.3500.354 712.3019.6560.354 813.94410.946o.353 1017.16713.476o.353 11/711070 6 1o 10.6378.3500.354 712.3019.6560.354 813.94410.946o.353 1017.16713.476o.353 12.5812580 7 11 14.09611.066o.403 815.98912.551o.400 1019.71215.4740.402 1

44、223.35118.3300.402 14/914090 8 12 18.03814.160o.453 1022.26117.4750.452 1226.40020.724o.451 1430.45623.9080.451 15/915090 8 12 18.83914.7880.473 1023.26118.2600.472 1227.60021.6660.471 1431.85625.0070.471 1533.95226.6520.471 1636.02728.2810.470 16/10160100 1o 13 25.31519.872o.512 1230.05423.5920.511

45、 1434.70927.2470.510 1639.28130.8350.510 18/111801o 1o 14 28.37322.2730.571 1233.71226.464o.571 1438.96730.589o.570 1644.13934.6490.569 2012.5200125 12 14 37.91229.761o.641 1443.86734.436o.640 1649.73939.045o.639 1855.52643.5880.639 焊接钢管及镀锌钢管理论重量-gb 3091-93第15页，共34页 焊焊接接钢钢管管及及镀镀锌锌钢钢管管理理论论重重量量-gb-gb

46、3091-933091-93 公公称称口口径径外外径径管管道道壁壁厚厚理理论论重重量量（/m/m） mmin（公公称称尺尺寸寸mmmm）焊焊接接钢钢管管普普通通镀镀锌锌管管焊焊接接钢钢管管普普通通镀镀锌锌管管 dn610.002.002.000.390.41 dn813.502.252.250.620.65 dn1017.002.252.250.820.87 dn151/221.302.752.751.261.32 dn203/426.802.752.751.631.70 dn25133.503.253.252.422.51 dn321-1/442.303.253.253.133.25 dn4

47、01-1/248.003.503.503.843.98 dn50260.003.503.504.885.06 dn652-1/275.503.753.756.646.87 dn80388.504.004.008.348.61 dn1004114.004.004.0010.8511.20 dn1255140.004.004.0013.4213.80 dn1506165.004.504.5017.8118.31 花纹钢板板理论重量-gbt3277-1991第16页，共16页 花花纹纹钢钢板板板板理理论论重重量量-gbt3277-1991-gbt3277-1991 理论重量（kg/m2） 花纹型式

48、花纹板厚度 (mm) 菱形扁豆圆豆形 2.521.6021.3021.10 325.6024.4024.30 3.529.5028.4028.30 433.4032.4032.30 4.537.3036.4036.20 542.3040.5040.20 5.546.2044.3044.10 650.1048.4048.10 759.0052.6052.40 866.8056.4056.20 1083.2080.8079.30 钢轨及其他钢材理论重量第17页，共34页 钢钢轨轨理理论论重重量量 其其他他钢钢材材理理论论重重量量计计算算公公式式 钢材品种计算公式 圆钢每米重量（kg）=.00617

49、直径直径 方钢每米重量（kg）=0.00785边宽边宽 螺纹钢每米重量（kg）=0.00617直径直径 扁钢每米重量（kg）=0.00785厚度边宽 无缝钢管每米重量（kg）=0.0246615壁厚（钢管外径壁厚） 螺旋钢管每米重量（kg）=0.0246615壁厚（钢管外径壁厚） 钢板每米m2 重量（kg）=0.00785厚度 方钢理论重量表 边长 (mm) 截面面积 (cm2) 理论重量 (kg/m) 边长 (mm) 截面面积 (cm2) 理论重量 (kg/m) 50.250.1963097.06 60.360.2833210.248.04 70.490.3853411.569.07 80.

50、640.5023612.9610.17 90.810.6363814.4411.24 1010.785401612.56 111.210.954217.6413.85 121.441.134520.2515.9 131.691.334823.0418.09 141.961.54502519.63 152.251.775328.0922.05 162.562.015631.3624.61 172.892.27603628.26 183.242.546339.6931.16 193.612.826542.2533.17 2043.14704938.49 214.413.467556.2544.16

51、 224.843.8806450.24 245.764.528572.2556.72 256.254.91908163.59 266.765.39590.2570.85 287.846.1510010078.5 圆圆钢钢规规格格重重量量表表 规格截面面积重量（kg/m） 3.5 9.620.075 4 12.570.098 5 19.630.154 5.5 23.760.187 5.6 24.630.193 6 28.270.222 6.3 31.170.245 6.5 33.180.26 7 38.480.302 7.5 44.180.347 8 50.270.395 9 63.630.49

52、9 10 78.540.617 11 95.030.746 12 113.10.888 13 132.71.04 14 153.91.21 15 176.71.39 16 201.11.58 17 2271.78 18 254.52 19 283.52.23 20 314.22.47 21 346.42.72 22 380.12.98 24 452.43.55 25 490.93.85 26 530.94.17 28 615.84.83 30 706.95.55 32 804.26.31 34 907.97.13 扁扁钢钢理理论论重重量量 规格长度理论重量 宽度厚度m(kg/m) 10 3 3

53、-9 0.24 40.31 50.39 60.47 70.55 80.63 12 3 3-9 0.28 40.38 50.47 60.57 70.66 80.75 14 3 3-9 0.33 40.44 50.55 60.66 70.77 80.88 16 3 3-9 0.38 40.5 50.63 60.75 70.88 81 91.15 101.26 18 3 3-9 0.42 40.57 50.71 60.85 70.99 81.13 91.27 101.41 20 3 3-9 0.47 40.63 50.78 60.94 71.1 81.26 91.41 101.57 111.73 1

54、21.88 22 3 3-9 0.52 40.69 50.86 61.04 71.21 81.38 91.55 101.73 111.9 122.07 25 3 3-9 0.59 40.79 50.98 61.18 71.37 81.57 91.77 101.96 112.16 122.36 142.75 163.14 28 3 3-9 0.66 40.88 51.1 61.32 71.54 81.76 91.98 102.2 112.42 122.64 143.08 163.53 30 3 3-9 0.71 40.94 51.18 61.41 71.65 81.88 92.12 102.36

55、 112.59 122.83 143.3 163.77 184.24 204.71 32 3 3-9 0.75 223-9 41.01 51.25 61.5 71.76 82.01 92.26 102.55 112.76 123.01 143.51 164.02 184.52 205.02 35 3 3-9 0.82 41.1 51.37 61.65 71.92 82.2 92.47 102.75 113.02 123.3 143.85 164.4 184.95 205.5 226.04 256.87 287.69 40 3 3-9 0.94 41.26 51.57 61.88 72.2 82

56、.51 92.83 103.14 113.45 123.77 144.4 165.02 185.65 206.28 226.91 257.85 288.79 45 3 3-9 1.06 323-9 41.41 51.77 62.12 72.47 82.83 93.18 103.53 113.89 124.24 144.95 165.65 186.36 207.07 227.77 258.83 289.89 3010.6 3211.3 3612.72 50 3 3-9 1.18 41.57 51.96 62.36 72.75 83.14 93.53 103.93 114.32 124.71 14

57、5.5 166.28 187.07 207.85 228.64 259.81 2810.99 3011.78 3212.56 3614.13 55 4 3-9 1.73 52.16 62.59 73.02 83.45 93.89 104.32 114.75 125.18 453-9 146.04 166.91 187.77 208.64 229.5 2510.79 2812.09 3012.95 3213.82 3615.54 60 4 3-9 1.88 52.36 62.83 73.3 83.77 94.24 104.71 115.18 125.65 146.59 167.54 188.48

58、 209.42 2210.36 2511.78 2813.19 3014.13 3215.07 3616.96 4018.84 4521.2 65 4 3-9 2.04 52.55 63.06 73.57 84.08 94.59 105.1 115.61 126.12 147.14 168.16 189.19 2010.21 2211.23 2512.76 2814.29 3015.31 553-9 3216.33 3618.37 4020.41 4522.96 70 4 3-9 2.2 52.75 63.3 73.85 84.4 94.95 105.5 116.04 126.59 147.6

59、9 168.79 189.89 2010.99 2212.09 2513.74 2815.39 3016.49 3217.58 3619.78 4021.98 4524.73 75 4 3-9 2.36 52.94 63.53 74.12 84.71 95.3 105.89 116.48 127.07 148.24 169.42 1810.6 2011.78 2212.95 2514.72 2816.49 3017.66 3218.84 3621.19 4023.55 4526.49 规格长度理论重量 宽度厚度m(kg/m) 653-9 80 53-93.14 63-93.77 73-94.4

60、 83-95.02 93-95.65 103-96.28 113-96.91 123-97.54 143-98.79 163-910.05 183-911.3 203-912.56 223-913.82 253-915.7 283-917.58 303-918.84 323-720.09 363-722.61 403-725.12 453-728.26 503-731.4 5635.17 85 53-93.34 63-94 73-94.67 83-95.34 93-96.01 103-96.67 113-97.34 123-98.01 143-99.34 163-910.68 183-912.