322.52.32E-041.822.54E-083.97E-070.01051.5143990.2202350.367183232.73E-042.152.90E-084.54E-070.01031.5146960.2242350.35821323.53.13E-042.463.23E-085.05E-070.01021.5148930.2272350.348233243.52E-042.763.52E-085.50E-070.01001.5150900.2312350.33926382.52.79E-042.194.41E-085.81E-070.01261.8143990.2202350.369223833.30E-042.595.09E-086.70E-070.01241.8145970.2232350.36026383.53.79E-042.985.70E-087.50E-070.01231.8147940.2262350.352293844.27E-043.356.26E-088.24E-070.01211.8149920.2292350.34432422.53.10E-042.446.07E-087.23E-070.014021431000.2202350.369254233.68E-042.897.03E-088.37E-070.01382145970.2222350.36229423.54.23E-043.327.91E-089.41E-070.01372146950.2252350.354324244.78E-043.758.71E-081.04E-060.01352148930.2282350.34736452.53.34E-042.627.56E-088.40E-070.01512.11401040.2142350.385284533.96E-043.118.77E-089.75E-070.01492.11411020.2172350.37832453.54.56E-043.589.89E-081.10E-060.01472.11431000.2192350.371364545.15E-044.041.09E-071.21E-060.01462.1144980.2222350.36340502.53.73E-042.931.06E-071.06E-060.01682.41431000.2192350.370305034.43E-043.481.23E-071.23E-060.01672.4144980.2222350.36435503.55.11E-044.011.39E-071.39E-060.01652.4146960.2242350.357395045.78E-044.541.54E-071.54E-060.01632.4147940.2262350.35144504.56.43E-045.051.68E-071.68E-060.01622.4148920.2292350.345485057.07E-045.551.81E-071.81E-060.01602.4150900.2312350.339525434.81E-043.771.57E-071.45E-060.01812.51381060.2122350.39040543.55.55E-044.361.78E-071.65E-060.01792.51401040.2142350.384465446.28E-044.931.98E-071.83E-060.01772.51411020.2162350.37851544.57.00E-045.492.16E-072.00E-060.01762.51421000.2182350.372565457.70E-046.042.33E-072.16E-060.01742.5144990.2212350.36661545.58.38E-046.582.50E-072.31E-060.01732.5145970.2232350.360655469.05E-047.102.65E-072.45E-060.01712.5146950.2252350.355695735.09E-044.001.86E-071.63E-060.01912.71411020.2172350.37741初始弯曲率εo圆钢管受压承载力计算稳定系数ψ受压承载力(kN)钢管直径(mm)钢管壁厚(mm)截面面积(m^2)每米重量(kg/m)惯性矩(m^4)抵抗矩(m^3)回转半径(m)稳定系数ψ屈服强度fy(MPa)...
