圆钢方钢管受压承载力计算表

1、圆圆钢钢管管受受压压承承载载力力计计算算 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) 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-

2、085.05E-070.01021.5148930.2272350.34823 3243.52E-042.763.52E-085.50E-070.01001.5150900.2312350.33926 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) 382.52.79E-042.194.41E-085.81E-070.01261.8143990.2202350.36922 3833

3、.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 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

4、数 受压承载 力(kN) 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 钢管直 径(mm) 钢管壁 厚(mm) 截面面 积(m2) 每米重量 (kg/m) 惯性矩

5、(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) 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

6、.21E-060.01462.1144980.2222350.36340 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) 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

7、.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 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

8、) 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) 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-060.017

9、62.51421000.2182350.37256 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 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(

10、MPa) 初始弯曲 率o 屈服强度 fy(MPa) 稳定系 数 受压承载 力(kN) 5735.09E-044.001.86E-071.63E-060.01912.71411020.2172350.37741 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 5758.17

11、E-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 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

12、压承载 力(kN) 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

13、.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 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) 63.535.70E-044.482.62

14、E-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.

15、00E-037.874.25E-073.35E-060.02063146960.2242350.35777 63.561.08E-038.514.53E-073.57E-060.02043147940.2262350.35282 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) 6836.13E-044.813.24E-072.38E-060.02303.3143990.220235

16、0.36748 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-060.02223.314

17、9920.2292350.34480 6861.17E-039.175.67E-074.17E-060.02203.3150910.2312350.34085 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) 7036.31E-044.963.55E-072.54E-060.02373.4143990.2202350.36750 703.57.31E-045.744.05E-072.

18、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

19、.23E-074.45E-060.02273.4150910.2302350.34188 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) 7336.60E-045.184.05E-072.77E-060.02483.51411020.2172350.37753 733.57.64E-046.004.63E-073.17E-060.02463.51421000.2182350.372

20、61 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 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-060.02383.5147940.22

21、62350.35195 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) 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

22、.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 钢管直 径(mm) 钢管壁 厚(mm) 截面

23、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) 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

24、-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 钢

25、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) 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.

26、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-

27、060.02914.3148930.2272350.348135 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) 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 954.51.28

28、E-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-060.03144.6147950.226

29、2350.353137 9571.94E-0315.191.89E-069.92E-060.03124.6147940.2272350.350146 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) 1023.51.08E-038.501.32E-066.45E-060.03486.75194540.3032350.21249 10241.23E-039.671.48E-067.26

30、E-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 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

31、.312.23E-061.09E-050.03385148930.2272350.348146 10272.09E-0316.402.37E-061.16E-050.03375148920.2292350.345155 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) 11441.38E-0310.852.09E-069.18E-060.03897.5193550.3012350.2

32、1464 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-05

33、0.03815.6147940.2262350.351166 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 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(

34、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) 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.

35、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-050.040161

36、50910.2312350.340207 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) 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-

37、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.

38、52.82E-0322.105.05E-061.99E-050.04236.3149920.2292350.344208 12782.99E-0323.485.32E-062.09E-050.04226.3149910.2302350.341220 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) 13341.62E-0312.733.38E-061.27E-050.04568175

39、660.2732350.25589 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

40、-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

41、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-050.04749

42、190560.2962350.220120 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

43、.98E-062.85E-050.04646.9149920.2292350.345274 140104.08E-0332.068.68E-063.10E-050.04616.9150910.2312350.340299 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) 1464.52.00E-0315.705.01E-061.72E-050.05019180630.2802350.

44、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-05

45、0.04927.2146950.2252350.354233 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 钢管直 径(mm)

46、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) 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-050.05187.51459

47、70.2222350.361197 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

48、-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 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(k

49、N) 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-050.05

50、407.9146950.2252350.354237 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

51、.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) 1684.52.31E-0318.147.73E-062.30E-050.05788.8152880.2352350.330164 16852.56E-0320.108.51E-062.53E-050.05778.4146960.224

52、2350.357196 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

53、.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 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)

54、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) 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-050.06148.9

55、145970.2232350.360274 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.

56、94E-055.38E-050.06028.9148930.2282350.348399 180126.33E-0349.722.25E-056.24E-050.05958.9149910.2302350.341465 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) 19452.97E-0323.311.33E-053.42E-050.066812.5187580.2922350.

57、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-0

58、50.06609.6145960.2242350.358338 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 钢管直 径(mm)

59、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) 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-050.06839.9145970.223