方管鋼材規(guī)格及重量

方形鋼管特性表GB6728-2002邊長/Amm壁1/tmm理論重量kg/m截面面積cm2慣性矩cm4截面模數(shù)cm3慣性半徑cm□-[ ar80*802.04.8196.13261.69715.4243.17080*802.66.1887.87577.74319.4353.14180*803.27.5179.56692.70823.4773.11380*804.09.22211.747111.03127.7573.07480*805.011.26914.356131.41432.8533.02580*806.013.22716.832149.12137.2803.97690*902.05.4506.93688.85719.7463.57990*902.67.0058.915112.37324.9713.55090*903.28.52310.846134.50129.8893.32190*904.010.47813.347161.90735.9793.48290*905.012.83916.356192.90342.8673.434100*1002.67.8239.955156.00631.2013.958100*1003.29.52912.126187.27437.4543.929100*1004.011.73414.947226.33745.2673.891

110*1105.016.78221.356423.96973.7334.455120*1203.211.54014.686330.87455.1454.746120*1204.014.24618.147402.26067.0434.708120*1205.017.54922.356485.44180.9064.659130*1304.016.14620.547581.68186.1755.320方矩形鋼管特性表邊長mm壁厚mm理論重量kg/m截面面積cm2慣性矩截面模數(shù)慣性半徑nABIXIYWXWY■1X■1Y90502.04.1935.33623.36757.8769.34612.8612.0923.29390502.65.3716.83529.16272.64011.66516.1422.0653.25990503.06.1297.80881.84532.73518.11813.0942.2372.04790504.07.96610.147102.69640.69522.82116.2783.1812.00290505.09.69912.356120.57047.34526.79318.9383.1231.957100503.06.6008.408106.45136.05321.29014.4213.5582.0709100602.04.8227.12638.60284.58512.86716.9172.5053.712100602.66.1887.87548.474106.66316.15821.3322.4803.680120802.67.8239.955108.906202.75727.22633.7923.3074.512120803.29.52912.126130.478243.54232.61940.5903.2804.481120804.011.73414.947294.569157.28149.09439.3204.439;3.243120805.014.40918.356353.108187.74758.85146.9364.385:3.198120806.016.98121.632405.998214.97767.66553.7444.332;3.152120808.021.83827.791260.314495.59165.07882.598；3.060，4.2221201008.024.35330.991447.484596.11489.49699.352；3.799，4.385140903.211.03714.046194.803384.00743.28954.858；3.7245.228140904.013.63117.347235.920466.58552.42666.655；3.6875.186140905.016.78221.356283.320562.60662.96080.372；3.6425.1321501005.212.04315.326262.263488.18452.45265.0914.1365.64冷板無縫方形鋼管的尺寸規(guī)格（摘自GB/T3094—1982）(表)(表根本尺寸截面面積理論重量慣性矩截面模數(shù)A/mmS/mmF/cm2G/kg?m-1J=J/cm4W=W/cm3X YX Y0.80.3480.2730.07390.123121.00.4230.3320.08730.1461.00.5030.3940.1440.206141.50.7120.5590.1920.2741.00.5830.4580.2220.278161.50.8320.6530.3000.374181.00.6630.5210.3240.360.word..

1.50.9520.7470.4420.4912.01.210.9520.5350.5951.00.7430.5830.4530.453201.51.070.8410.6240.6242.01.371.080.7630.7632.51.641.290.8740.87410.8230.6460.6120.556221.51.190.9360.8500.77321.531.201.050.9532.51.841.451.211.10252.52.141.681.861.4932.491.952.081.572.52.642.083.412.273033.012.423.862.583.53.502.754.252.83.word..

43.893.054.583.052.52.842.234.212.6333.332.614.793.00323.53.782.975.293.3144.213.305.733.582.53.142.475.543.2233.692.896.453.68353.54.203.307.164.0944.693.687.784.4555.584.388.795.022.53.242.556.183.4333.812.997.073.93363.54.343.417.874.3744.853.818.564.7655.754.539.705.39.word..

2.53.642.868.684.3434.293.379.984.993.54.903.8511.165.584045.494.3112.216.1156.585.1613.986.9967.555.9315.347.672.53.843.0210.154.8334.533.5511.705.573.55.184.0713.106.244245.814.5614.376.8456.985.4816.567.8768.036.3018.228.583.55.604.4016.437.304546.234.9418.078.0357.585.9520.909.29.word..

68.756.8723.1910.3179.817.8024.9711.10810.88.4426.3011.59（表二）根本尺寸截面面積理論重量慣性矩截面模數(shù)A/mm S/mmF/cm2G/kg?m-1J=J/cm4W=W/cm3X YX Y47.095.5625.5610.2258.586.7329.8111.9350 69.957.8133.3513.34711.218.8036.2314.49812.359.7038.5115.4147.896.1934.8712.5859.587.5240.9514.8955611.158.7546.1316.77712.519.9050.4718.35.word..

813.9510.9554.0419.6548.696.8246.2115.4510.588.3054.5718.1960612.359.6961.8220.61714.0111.0068.0322.68815.5512.2173.2824.4349.497.4559.7818.39511.589.0770.9221.8265613.5510.6480.7224.84715.4112.1089.2727.46817.1513.4796.6429.74410.298.0875.7821.6570512.589.8790.2625.79614.711.58103.129.47.word..

716.8113.19114.532.72818.7514.72124.535.57411.098.7094.425.17513.5810.66112.830.0875615.9512.52129.434.50718.2114.29144.238.44820.3515.98157.341.94411.899.33115.928.96514.5811.44138.934.7280617.1513.46159.739.93719.6115.39178.544.63821.9517.23195.448.85516.9813.33217.147.1992620.0315.72251.154.59.word