圆钢管受压承载力计算.xls

322.52.32E-041.822.54E-083.97E-070.01051.5143990.2202350.36718 3232.73E-042.152.90E-084.54E-070.01031.5146960.2242350.35821 323.53.13E-042.463.23E-085.05E-070.01021.5148930.2272350.34823 3243.52E-042.763.52E-085.50E-070.01001.5150900.2312350.33926 382.52.79E-042.194.41E-085.81E-070.01261.8143990.2202350.36922 3833.30E-042.595.09E-086.70E-070.01241.8145970.2232350.36026 383.53.79E-042.985.70E-087.50E-070.01231.8147940.2262350.35229 3844.27E-043.356.26E-088.24E-070.01211.8149920.2292350.34432 422.53.10E-042.446.07E-087.23E-070.014021431000.2202350.36925 4233.68E-042.897.03E-088.37E-070.01382145970.2222350.36229 423.54.23E-043.327.91E-089.41E-070.01372146950.2252350.35432 4244.78E-043.758.71E-081.04E-060.01352148930.2282350.34736 452.53.34E-042.627.56E-088.40E-070.01512.11401040.2142350.38528 4533.96E-043.118.77E-089.75E-070.01492.11411020.2172350.37832 453.54.56E-043.589.89E-081.10E-060.01472.11431000.2192350.37136 4545.15E-044.041.09E-071.21E-060.01462.1144980.2222350.36340 502.53.73E-042.931.06E-071.06E-060.01682.41431000.2192350.37030 5034.43E-043.481.23E-071.23E-060.01672.4144980.2222350.36435 503.55.11E-044.011.39E-071.39E-060.01652.4146960.2242350.35739 5045.78E-044.541.54E-071.54E-060.01632.4147940.2262350.35144 504.56.43E-045.051.68E-071.68E-060.01622.4148920.2292350.34548 5057.07E-045.551.81E-071.81E-060.01602.4150900.2312350.33952 5434.81E-043.771.57E-071.45E-060.01812.51381060.2122350.39040 543.55.55E-044.361.78E-071.65E-060.01792.51401040.2142350.38446 5446.28E-044.931.98E-071.83E-060.01772.51411020.2162350.37851 544.57.00E-045.492.16E-072.00E-060.01762.51421000.2182350.37256 5457.70E-046.042.33E-072.16E-060.01742.5144990.2212350.36661 545.58.38E-046.582.50E-072.31E-060.01732.5145970.2232350.36065 5469.05E-047.102.65E-072.45E-060.01712.5146950.2252350.35569 5735.09E-044.001.86E-071.63E-060.01912.71411020.2172350.37741 初始弯曲 率o 圆钢管受压承载力计算圆钢管受压承载力计算 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 稳定系 数 屈服强度 fy(MPa) 计算长 度(m) 长细比 临界应力 e(MPa) 受压承载 力(kN) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 573.55.88E-044.622.11E-071.85E-060.01902.71421000.2192350.37147 5746.66E-045.232.35E-072.06E-060.01882.7144980.2212350.36652 574.57.42E-045.832.58E-072.26E-060.01862.7145970.2232350.36057 5758.17E-046.412.79E-072.44E-060.01852.7146950.2252350.35562 575.58.90E-046.992.98E-072.62E-060.01832.7147940.2272350.34967 5769.61E-047.553.17E-072.78E-060.01822.7149920.2292350.34471 6035.37E-044.222.19E-071.82E-060.02022.81391060.2132350.38945 603.56.21E-044.882.49E-072.07E-060.02002.81401040.2152350.38351 6047.04E-045.522.77E-072.31E-060.01982.81411020.2172350.37857 604.57.85E-046.163.04E-072.53E-060.01972.81421010.2182350.37263 6058.64E-046.783.29E-072.74E-060.01952.8143990.2202350.36768 605.59.42E-047.393.53E-072.94E-060.01942.8145970.2222350.36273 6061.02E-037.993.76E-073.13E-060.01922.8146960.2242350.35778 63.535.70E-044.482.62E-072.06E-060.021431401040.2152350.38247 63.53.56.60E-045.182.98E-072.35E-060.021231411020.2172350.37753 63.547.48E-045.873.32E-072.62E-060.021131421000.2192350.37260 63.54.58.34E-046.553.65E-072.87E-060.02093143990.2202350.36766 63.559.19E-047.213.96E-073.12E-060.02083145970.2222350.36272 63.55.51.00E-037.874.25E-073.35E-060.02063146960.2242350.35777 63.561.08E-038.514.53E-073.57E-060.02043147940.2262350.35282 6836.13E-044.813.24E-072.38E-060.02303.3143990.2202350.36748 683.57.09E-045.573.70E-072.72E-060.02283.3144970.2222350.36255 6848.04E-046.314.13E-073.04E-060.02273.3146960.2242350.35762 684.58.98E-047.054.55E-073.34E-060.02253.3147950.2262350.35368 6859.90E-047.774.94E-073.63E-060.02233.3148930.2272350.34874 685.51.08E-038.485.31E-073.91E-060.02223.3149920.2292350.34480 6861.17E-039.175.67E-074.17E-060.02203.3150910.2312350.34085 7036.31E-044.963.55E-072.54E-060.02373.4143990.2202350.36750 703.57.31E-045.744.05E-072.90E-060.02353.4144970.2222350.36257 7048.29E-046.514.53E-073.24E-060.02343.4145960.2242350.35864 704.59.26E-047.274.99E-073.56E-060.02323.4146950.2252350.35470 7051.02E-038.025.42E-073.87E-060.02303.4148930.2272350.34977 705.51.11E-038.755.84E-074.17E-060.02293.4149920.2292350.34583 7061.21E-039.476.23E-074.45E-060.02273.4150910.2302350.34188 7336.60E-045.184.05E-072.77E-060.02483.51411020.2172350.37753 733.57.64E-046.004.63E-073.17E-060.02463.51421000.2182350.37261 7348.67E-046.815.18E-073.55E-060.02443.5143990.2202350.36869 734.59.68E-047.605.70E-073.91E-060.02433.5144980.2222350.36376 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 7351.07E-038.386.21E-074.25E-060.02413.5145960.2232350.35982 735.51.17E-039.166.69E-074.58E-060.02393.5146950.2252350.35589 7361.26E-039.917.14E-074.89E-060.02383.5147940.2262350.35195 7636.88E-045.404.59E-073.02E-060.02583.7143990.2202350.36854 763.57.97E-046.265.25E-073.45E-060.02573.7144980.2222350.36462 7649.05E-047.105.88E-073.87E-060.02553.7145970.2232350.35970 764.51.01E-037.936.48E-074.27E-060.02533.7146950.2252350.35577 7651.12E-038.757.06E-074.65E-060.02523.7147940.2262350.35184 765.51.22E-039.567.61E-075.01E-060.02503.7148930.2282350.34791 7661.32E-0310.368.14E-075.36E-060.02483.7149920.2292350.34397 833.58.74E-046.866.92E-074.17E-060.028141421010.2182350.37370 8349.93E-047.797.76E-074.68E-060.02804143990.2202350.36979 834.51.11E-038.718.58E-075.17E-060.02784144980.2212350.36587 8351.23E-039.629.36E-075.64E-060.02764145970.2232350.36195 835.51.34E-0310.511.01E-066.09E-060.02754146960.2242350.357103 8361.45E-0311.391.08E-066.52E-060.02734146950.2252350.353110 836.51.56E-0312.261.15E-066.93E-060.02714147940.2272350.350117 8371.67E-0313.121.22E-067.33E-060.02704148930.2282350.346124 893.59.40E-047.388.61E-074.83E-060.03036198520.3102350.20341 8941.07E-038.389.67E-075.43E-060.03016199510.3122350.20146 894.51.19E-039.381.07E-066.01E-060.02994.3144980.2212350.36694 8951.32E-0310.361.17E-066.56E-060.02984.3145970.2222350.362103 895.51.44E-0311.331.26E-067.09E-060.02964.3145960.2242350.358111 8961.56E-0312.281.35E-067.61E-060.02944.3146950.2252350.355119 896.51.68E-0313.221.44E-068.10E-060.02934.3147940.2262350.351127 8971.80E-0314.161.53E-068.58E-060.02914.3148930.2272350.348135 953.51.01E-037.901.05E-065.55E-060.03244.61421010.2182350.37381 9541.14E-038.981.19E-066.24E-060.03224.61431000.2192350.37091 954.51.28E-0310.041.31E-066.91E-060.03204.6144990.2212350.366101 9551.41E-0311.101.44E-067.56E-060.03194.6144980.2222350.363110 955.51.55E-0312.141.55E-068.18E-060.03174.6145970.2232350.359120 9561.68E-0313.171.67E-068.78E-060.03154.6146960.2242350.356128 956.51.81E-0314.191.78E-069.36E-060.03144.6147950.2262350.353137 9571.94E-0315.191.89E-069.92E-060.03124.6147940.2272350.350146 1023.51.08E-038.501.32E-066.45E-060.03486.75194540.3032350.21249 10241.23E-039.671.48E-067.26E-060.03476173680.2692350.26169 1024.51.38E-0310.821.64E-068.05E-060.03455145970.2232350.360107 10251.52E-0311.961.80E-068.81E-060.03435146960.2242350.357117 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 1025.51.67E-0313.091.95E-069.55E-060.03425146950.2252350.354127 10261.81E-0314.212.09E-061.03E-050.03405147940.2262350.351137 1026.51.95E-0315.312.23E-061.09E-050.03385148930.2272350.348146 10272.09E-0316.402.37E-061.16E-050.03375148920.2292350.345155 11441.38E-0310.852.09E-069.18E-060.03897.5193550.3012350.21464 1144.51.55E-0312.152.32E-061.02E-050.03875.6145970.2222350.362120 11451.71E-0313.442.55E-061.12E-050.03865.6145960.2232350.359132 1145.51.87E-0314.722.77E-061.21E-050.03845.6146960.2242350.356144 11462.04E-0315.982.98E-061.31E-050.03825.6146950.2252350.354155 1146.52.20E-0317.233.18E-061.40E-050.03815.6147940.2262350.351166 11472.35E-0318.473.38E-061.48E-050.03795.6148930.2272350.348176 1147.52.51E-0319.703.58E-061.57E-050.03775.6148920.2282350.346186 11482.66E-0320.913.76E-061.65E-050.03765.6149920.2292350.343196 12141.47E-0311.542.52E-061.04E-050.04148193540.3022350.21367 1214.51.65E-0312.932.80E-061.16E-050.04128194540.3032350.21175 12151.82E-0314.303.07E-061.27E-050.04116146950.2252350.355139 1215.52.00E-0315.673.34E-061.38E-050.04096147940.2262350.352151 12162.17E-0317.023.59E-061.48E-050.04076147940.2272350.350163 1216.52.34E-0318.353.84E-061.59E-050.04056148930.2282350.347175 12172.51E-0319.684.09E-061.69E-050.04046149920.2292350.345186 1217.52.67E-0320.994.33E-061.79E-050.04026149910.2302350.342197 12182.84E-0322.294.56E-061.88E-050.04016150910.2312350.340207 12741.55E-0312.132.93E-061.15E-050.04358184600.2862350.23478 1274.51.73E-0313.593.25E-061.28E-050.04339208470.3252350.18669 12751.92E-0315.043.57E-061.41E-050.04329208470.3272350.18476 1275.52.10E-0316.483.88E-061.53E-050.04306.3147950.2252350.353160 12762.28E-0317.904.18E-061.65E-050.04289210460.3292350.18289 1276.52.46E-0319.324.48E-061.76E-050.04276.3148930.2272350.349184 12772.64E-0320.724.77E-061.88E-050.04256.3148930.2282350.346196 1277.52.82E-0322.105.05E-061.99E-050.04236.3149920.2292350.344208 12782.99E-0323.485.32E-062.09E-050.04226.3149910.2302350.341220 13341.62E-0312.733.38E-061.27E-050.04568175660.2732350.25589 1334.51.82E-0314.263.75E-061.41E-050.04556.6145960.2232350.359140 13352.01E-0315.784.12E-061.55E-050.04536.6146960.2242350.357154 1335.52.20E-0317.294.48E-061.69E-050.04516.6146950.2252350.354168 13362.39E-0318.794.84E-061.82E-050.04509200510.3132350.199102 1336.52.58E-0320.285.18E-061.95E-050.04486.6147940.2272350.350194 13372.77E-0321.755.52E-062.07E-050.04466.6148930.2282350.347207 1337.52.96E-0323.215.84E-062.20E-050.04456.6148920.2292350.345219 13383.14E-0324.666.16E-062.32E-050.04436.6149920.2302350.343232 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 1404.51.92E-0315.044.40E-061.57E-050.047910209470.3272350.18476 14052.12E-0316.654.84E-061.73E-050.04789188570.2942350.223102 1405.52.32E-0318.245.26E-061.88E-050.04766.9145970.2232350.360180 14062.53E-0319.835.68E-062.03E-050.04749190560.2962350.220120 1406.52.73E-0321.406.09E-062.17E-050.04736.9146950.2252350.356208 14072.92E-0322.966.49E-062.32E-050.04716.9147950.2252350.353222 1407.53.12E-0324.516.87E-062.45E-050.04696.9147940.2262350.351236 14083.32E-0326.047.25E-062.59E-050.04686.9148930.2272350.349249 14093.70E-0329.087.98E-062.85E-050.04646.9149920.2292350.345274 140104.08E-0332.068.68E-063.10E-050.04616.9150910.2312350.340299 1464.52.00E-0315.705.01E-061.72E-050.05019180630.2802350.243105 14652.21E-0317.395.51E-061.89E-050.04997.2144980.2222350.363173 1465.52.43E-0319.066.00E-062.05E-050.04977.2145970.2232350.361188 14662.64E-0320.726.48E-062.22E-050.04957.2145960.2232350.358203 1466.52.85E-0322.366.94E-062.38E-050.04947.2146960.2242350.356218 14673.06E-0324.007.40E-062.53E-050.04927.2146950.2252350.354233 1467.53.26E-0325.627.85E-062.69E-050.04907.2147940.2262350.352247 14683.47E-0327.238.28E-062.84E-050.04897.2147940.2272350.350261 14693.87E-0330.419.13E-063.13E-050.04857.2148920.2282350.346288 146104.27E-0333.549.93E-063.40E-050.04827.2149910.2302350.342314 1524.52.09E-0316.375.68E-061.87E-050.052210.6203490.3182350.19487 15252.31E-0318.136.24E-062.05E-050.05207.5144980.2222350.363180 1525.52.53E-0319.876.80E-062.24E-050.05187.5145970.2222350.361197 15262.75E-0321.607.35E-062.42E-050.05177.5145960.2232350.359213 1526.52.97E-0323.327.88E-062.59E-050.05157.5146960.2242350.357228 15273.19E-0325.038.40E-062.76E-050.05137.5146950.2252350.355243 1527.53.40E-0326.738.91E-062.93E-050.05127.5147950.2262350.353258 15283.62E-0328.419.41E-063.10E-050.05107.5147940.2262350.351273 15294.04E-0331.741.04E-053.41E-050.05077.5148930.2282350.347302 152104.46E-0335.021.13E-053.72E-050.05037.5149920.2302350.343329 1594.52.18E-0317.156.52E-062.05E-050.054612220420.3452350.16778 15952.42E-0318.997.18E-062.26E-050.05457.9145970.2232350.360187 1595.52.65E-0320.827.82E-062.46E-050.05437.9145960.2242350.358204 15962.88E-0322.648.45E-062.66E-050.05417.9146950.2242350.356221 1596.53.11E-0324.459.07E-062.85E-050.05407.9146950.2252350.354237 15973.34E-0326.249.67E-063.04E-050.05387.9147940.2262350.352253 1597.53.57E-0328.021.03E-053.23E-050.05367.9147940.2272350.350269 15983.80E-0329.791.08E-053.41E-050.05357.9148930.2272350.348284 15994.24E-0333.291.20E-053.76E-050.05317.9149920.2292350.344314 159104.68E-0336.751.30E-054.10E-050.05287.9150910.2312350.340343 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩 (m4) 抵抗矩 (m3) 回转半 径(m) 计算长 度(m) 长细比 临界应力 e(MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 1684.52.31E-0318.147.73E-062.30E-050.05788.8152880.2352350.330164 16852.56E-0320.108.51E-062.53E-050.05778.4146960.2242350.357196 1685.52.81E-0322.049.28E-062.76E-050.05758.4146950.2252350.355214 16863.05E-0323.971.00E-052.99E-050.05738.4147950.2252350.353232 1686.53.30E-0325.891.08E-053.21E-050.05718.4147940.2262350.351249 16873.54E-0327.791.15E-053.42E-050.05708.4147940.2272350.350266 1687.53.78E-0329.691.22E-053.63E-050.05688.4148930.2282350.348283 16884.02E-0331.571.29E-053.84E-050.05668.4148920.2282350.346299 16894.50E-0335.291.43E-054.24E-050.05638.4149910.2302350.342331 168104.96E-0338.971.56E-054.63E-050.05608.4150900.2312350.339361 18052.75E-0321.581.05E-052.93E-050.06199145960.2242350.358212 1805.53.02E-0323.671.15E-053.19E-050.06178.9144980.2222350.363236 18063.28E-0325.751.24E-053.45E-050.061611.4185590.2892350.230162 1806.53.54E-0327.811.34E-053.71E-050.06148.9145970.2232350.360274 18073.80E-0329.871.43E-053.96E-050.06128.9145960.2242350.358293 1807.54.06E-0331.911.51E-054.21E-050.06108.9146960.2242350.356312 18084.32E-0333.931.60E-054.45E-050.06098.9146950.2252350.355330 18094.83E-0337.951.77E-054.92E-050.06058.9147940.2262350.351365 180105.34E-0341.921.94E-055.38E-050.06028.9148930.2282350.348399 180126.33E-0349.722.25E-056.24E-050.05958.9149910.2302350.341465 19452.97E-0323.311.33E-053.42E-050.066812.5187580.2922350.226144 1945.53.26E-0325.571.45E-053.73E-050.06679.6144980.2212350.364255 19463.54E-0327.821.57E-054.04E-050.066511165740.2562350.284216 1946.53.83E-0330.061.68E-054.34E-050.06639.6145970.2232350.361297 19474.11E-0332.281.80E-054.64E-050.06629.6145970.2232350.359318 1947.54.39E-0334.501.91E-054.93E-050.06609.6145960.2242350.358338 19484.67E-0336.702.03E-055.22E-050.06589.6146960.2242350.356358 19495.23E-0341.062.24E-055.78E-050.06559.6147950.2262350.353397 194105.78E-0345.382.45E-056.32E-050.06519.6147940.2272350.350435 194126.86E-0353.862.85E-057.35E-050.06459.6149920.2292350.344507 20363.71E-0329.151.80E-054.44E-050.06979.91421010.2182350.373298 2036.54.01E-0331.501.94E-054.78E-050.06959.91421000.2192350.371320 20374.31E-0333.842.07E-055.10E-050.06939.91431000.2192350.370343 2037.54.61E-0336.162.20E-055.43E-050.06929.9143990.2202350.368365 20384.90E-0338.472.33E-055.75E-050.06909.9143990.2202350.367386 20395.49E-0343.062.59E-056.37E-050.06879.9144980.2222350.364429 203106.06E-0347.602.83E-056.97E-050.06839.9145970.2232350.360470 203127.20E-0356.523.30E-058.12E-050.06779.9146950.225235