圆钢管受压承载力计算

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-070.01051.5143990.2202350.367183232.73E-042.152.90E-084.54E-070.01031.5146960.2242350.35821323.53.13E-042.463.23E-085.05E-070.01021.5148930.2272

2、350.348233243.52E-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-070.01261.8143990.2202350.369223833.30E-042.595.09E-086.70E-070.01241.8145970.2232350.36026383.

3、53.79E-042.985.70E-087.50E-070.01231.8147940.2262350.352293844.27E-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)稳定系数受压承载力(kN)422.53.10E-042.446.07E-087.23E-070.014021431000.2202350.369254233.68E-042.897

4、.03E-088.37E-070.01382145970.2222350.36229423.54.23E-043.327.91E-089.41E-070.01372146950.2252350.354324244.78E-043.758.71E-081.04E-060.01352148930.2282350.34736钢管直径(mm)钢管壁厚(mm)截面面积(m2)每米重量(kg/m)惯性矩(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.

5、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-060.01462.1144980.2222350.36340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(

6、MPa)稳定系数受压承载力(kN)502.53.73E-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-060.016

7、22.4148920.2292350.345485057.07E-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)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-060.01812.51381060.2122350.39040543.55.55E-044.361.78E-071.65E-060.01792.51401040.

8、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-060.01712.51

9、46950.2252350.35569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(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-060.01912.71411020.2172350.37741573.55.88E-044.622.11E-071.85E-060.01902.71421000.2192350.371475746.66E-045.232.35E-072.06E-060.01882.7144980.22123

10、50.36652574.57.42E-045.832.58E-072.26E-060.01862.7145970.2232350.360575758.17E-046.412.79E-072.44E-060.01852.7146950.2252350.35562575.58.90E-046.992.98E-072.62E-060.01832.7147940.2272350.349675769.61E-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)

11、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)6035.37E-044.222.19E-071.82E-060.02022.81391060.2132350.38945603.56.21E-044.882.49E-072.07E-060.02002.81401040.2152350.383516047.04E-045.522.77E-072.31E-060.01982.81411020.2172350.37857604.57.85E-046.163.04E-072.53E-060.01972.81421010.2182350.

12、372636058.64E-046.783.29E-072.74E-060.01952.8143990.2202350.36768605.59.42E-047.393.53E-072.94E-060.01942.8145970.2222350.362736061.02E-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)63.535.7

13、0E-044.482.62E-072.06E-060.021431401040.2152350.3824763.53.56.60E-045.182.98E-072.35E-060.021231411020.2172350.3775363.547.48E-045.873.32E-072.62E-060.021131421000.2192350.3726063.54.58.34E-046.553.65E-072.87E-060.02093143990.2202350.3676663.559.19E-047.213.96E-073.12E-060.02083145970.2222350.362726

14、3.55.51.00E-037.874.25E-073.35E-060.02063146960.2242350.3577763.561.08E-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-060.02303.3143990.2202350.36748683.57.09E-045

15、.573.70E-072.72E-060.02283.3144970.2222350.362556848.04E-046.314.13E-073.04E-060.02273.3146960.2242350.35762684.58.98E-047.054.55E-073.34E-060.02253.3147950.2262350.353686859.90E-047.774.94E-073.63E-060.02233.3148930.2272350.34874685.51.08E-038.485.31E-073.91E-060.02223.3149920.2292350.344806861.17E

16、-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-060.02373.4143990.2202350.36750703.57.31E-045.744.05E-072.90E-060.02353.4144970.2222350.362577048.29E-046.514.53E-

17、073.24E-060.02343.4145960.2242350.35864704.59.26E-047.274.99E-073.56E-060.02323.4146950.2252350.354707051.02E-038.025.42E-073.87E-060.02303.4148930.2272350.34977705.51.11E-038.755.84E-074.17E-060.02293.4149920.2292350.345837061.21E-039.476.23E-074.45E-060.02273.4150910.2302350.34188钢管直径(mm)钢管壁厚(mm)截

18、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-060.02483.51411020.2172350.37753733.57.64E-046.004.63E-073.17E-060.02463.51421000.2182350.372617348.67E-046.815.18E-073.55E-060.02443.5143990.2202350.36869734.59.68E-047.605.70E-073.9

19、1E-060.02433.5144980.2222350.363767351.07E-038.386.21E-074.25E-060.02413.5145960.2232350.35982735.51.17E-039.166.69E-074.58E-060.02393.5146950.2252350.355897361.26E-039.917.14E-074.89E-060.02383.5147940.2262350.35195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

20、度fy(MPa)稳定系数受压承载力(kN)7636.88E-045.404.59E-073.02E-060.02583.7143990.2202350.36854763.57.97E-046.265.25E-073.45E-060.02573.7144980.2222350.364627649.05E-047.105.88E-073.87E-060.02553.7145970.2232350.35970764.51.01E-037.936.48E-074.27E-060.02533.7146950.2252350.355777651.12E-038.757.06E-074.65E-060.02

21、523.7147940.2262350.35184765.51.22E-039.567.61E-075.01E-060.02503.7148930.2282350.347917661.32E-0310.368.14E-075.36E-060.02483.7149920.2292350.34397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)833.58.74E-046.866.92E-074.17E-060.028141421010

22、.2182350.373708349.93E-047.797.76E-074.68E-060.02804143990.2202350.36979834.51.11E-038.718.58E-075.17E-060.02784144980.2212350.365878351.23E-039.629.36E-075.64E-060.02764145970.2232350.36195835.51.34E-0310.511.01E-066.09E-060.02754146960.2242350.3571038361.45E-0311.391.08E-066.52E-060.02734146950.22

23、52350.353110836.51.56E-0312.261.15E-066.93E-060.02714147940.2272350.3501178371.67E-0313.121.22E-067.33E-060.02704148930.2282350.346124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)893.59.40E-047.388.61E-074.83E-060.03036198520.3102350.203418

24、941.07E-038.389.67E-075.43E-060.03016199510.3122350.20146894.51.19E-039.381.07E-066.01E-060.02994.3144980.2212350.366948951.32E-0310.361.17E-066.56E-060.02984.3145970.2222350.362103895.51.44E-0311.331.26E-067.09E-060.02964.3145960.2242350.3581118961.56E-0312.281.35E-067.61E-060.02944.3146950.2252350

25、.355119896.51.68E-0313.221.44E-068.10E-060.02934.3147940.2262350.3511278971.80E-0314.161.53E-068.58E-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-060.03244.61421010.2182350.3738

26、19541.14E-038.981.19E-066.24E-060.03224.61431000.2192350.37091954.51.28E-0310.041.31E-066.91E-060.03204.6144990.2212350.3661019551.41E-0311.101.44E-067.56E-060.03194.6144980.2222350.363110955.51.55E-0312.141.55E-068.18E-060.03174.6145970.2232350.3591209561.68E-0313.171.67E-068.78E-060.03154.6146960.

27、2242350.356128956.51.81E-0314.191.78E-069.36E-060.03144.6147950.2262350.3531379571.94E-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-060.03486.75194540.3032

28、350.2124910241.23E-039.671.48E-067.26E-060.03476173680.2692350.261691024.51.38E-0310.821.64E-068.05E-060.03455145970.2232350.36010710251.52E-0311.961.80E-068.81E-060.03435146960.2242350.3571171025.51.67E-0313.091.95E-069.55E-060.03425146950.2252350.35412710261.81E-0314.212.09E-061.03E-050.0340514794

29、0.2262350.3511371026.51.95E-0315.312.23E-061.09E-050.03385148930.2272350.34814610272.09E-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-060.03897.5193550.301235

30、0.214641144.51.55E-0312.152.32E-061.02E-050.03875.6145970.2222350.36212011451.71E-0313.442.55E-061.12E-050.03865.6145960.2232350.3591321145.51.87E-0314.722.77E-061.21E-050.03845.6146960.2242350.35614411462.04E-0315.982.98E-061.31E-050.03825.6146950.2252350.3541551146.52.20E-0317.233.18E-061.40E-050.

31、03815.6147940.2262350.35116611472.35E-0318.473.38E-061.48E-050.03795.6148930.2272350.3481761147.52.51E-0319.703.58E-061.57E-050.03775.6148920.2282350.34618611482.66E-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(m)长细比临界应力e(MPa)初始弯曲率o

32、屈服强度fy(MPa)稳定系数受压承载力(kN)12141.47E-0311.542.52E-061.04E-050.04148193540.3022350.213671214.51.65E-0312.932.80E-061.16E-050.04128194540.3032350.2117512151.82E-0314.303.07E-061.27E-050.04116146950.2252350.3551391215.52.00E-0315.673.34E-061.38E-050.04096147940.2262350.35215112162.17E-0317.023.59E-061.48E

33、-050.04076147940.2272350.3501631216.52.34E-0318.353.84E-061.59E-050.04056148930.2282350.34717512172.51E-0319.684.09E-061.69E-050.04046149920.2292350.3451861217.52.67E-0320.994.33E-061.79E-050.04026149910.2302350.34219712182.84E-0322.294.56E-061.88E-050.04016150910.2312350.340207钢管直径(mm)钢管壁厚(mm)截面面积(

34、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-050.04358184600.2862350.234781274.51.73E-0313.593.25E-061.28E-050.04339208470.3252350.1866912751.92E-0315.043.57E-061.41E-050.04329208470.3272350.184761275.52.10E-0316.483.88E-061.53E-0

35、50.04306.3147950.2252350.35316012762.28E-0317.904.18E-061.65E-050.04289210460.3292350.182891276.52.46E-0319.324.48E-061.76E-050.04276.3148930.2272350.34918412772.64E-0320.724.77E-061.88E-050.04256.3148930.2282350.3461961277.52.82E-0322.105.05E-061.99E-050.04236.3149920.2292350.34420812782.99E-0323.4

36、85.32E-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-050.04568175660.2732350.255891334.51.82E-0314.263.75E-061.41E-050.04556.6145960.2232350.35914013352.01E-0315.784.12E-

37、061.55E-050.04536.6146960.2242350.3571541335.52.20E-0317.294.48E-061.69E-050.04516.6146950.2252350.35416813362.39E-0318.794.84E-061.82E-050.04509200510.3132350.1991021336.52.58E-0320.285.18E-061.95E-050.04486.6147940.2272350.35019413372.77E-0321.755.52E-062.07E-050.04466.6148930.2282350.3472071337.5

38、2.96E-0323.215.84E-062.20E-050.04456.6148920.2292350.34521913383.14E-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)1404.51.92E-0315.044.40E-061.57E-050.047910209470.3272350.1847614052.12E-

39、0316.654.84E-061.73E-050.04789188570.2942350.2231021405.52.32E-0318.245.26E-061.88E-050.04766.9145970.2232350.36018014062.53E-0319.835.68E-062.03E-050.04749190560.2962350.2201201406.52.73E-0321.406.09E-062.17E-050.04736.9146950.2252350.35620814072.92E-0322.966.49E-062.32E-050.04716.9147950.2252350.3

40、532221407.53.12E-0324.516.87E-062.45E-050.04696.9147940.2262350.35123614083.32E-0326.047.25E-062.59E-050.04686.9148930.2272350.34924914093.70E-0329.087.98E-062.85E-050.04646.9149920.2292350.345274140104.08E-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

41、)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-050.05019180630.2802350.24310514652.21E-0317.395.51E-061.89E-050.04997.2144980.2222350.3631731465.52.43E-0319.066.00E-062.05E-050.04977.2145970.2232350.36118814662.64E-0320.726.48E-062.22E-050.04957.214

42、5960.2232350.3582031466.52.85E-0322.366.94E-062.38E-050.04947.2146960.2242350.35621814673.06E-0324.007.40E-062.53E-050.04927.2146950.2252350.3542331467.53.26E-0325.627.85E-062.69E-050.04907.2147940.2262350.35224714683.47E-0327.238.28E-062.84E-050.04897.2147940.2272350.35026114693.87E-0330.419.13E-06

43、3.13E-050.04857.2148920.2282350.346288146104.27E-0333.549.93E-063.40E-050.04827.2149910.2302350.342314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)1524.52.09E-0316.375.68E-061.87E-050.052210.6203490.3182350.1948715252.31E-0318.136.24E-062.0

44、5E-050.05207.5144980.2222350.3631801525.52.53E-0319.876.80E-062.24E-050.05187.5145970.2222350.36119715262.75E-0321.607.35E-062.42E-050.05177.5145960.2232350.3592131526.52.97E-0323.327.88E-062.59E-050.05157.5146960.2242350.35722815273.19E-0325.038.40E-062.76E-050.05137.5146950.2252350.3552431527.53.4

45、0E-0326.738.91E-062.93E-050.05127.5147950.2262350.35325815283.62E-0328.419.41E-063.10E-050.05107.5147940.2262350.35127315294.04E-0331.741.04E-053.41E-050.05077.5148930.2282350.347302152104.46E-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

46、)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)1594.52.18E-0317.156.52E-062.05E-050.054612220420.3452350.1677815952.42E-0318.997.18E-062.26E-050.05457.9145970.2232350.3601871595.52.65E-0320.827.82E-062.46E-050.05437.9145960.2242350.35820415962.88E-0322.648.45E-062.66E-050.05417.9146950.2242350.3

47、562211596.53.11E-0324.459.07E-062.85E-050.05407.9146950.2252350.35423715973.34E-0326.249.67E-063.04E-050.05387.9147940.2262350.3522531597.53.57E-0328.021.03E-053.23E-050.05367.9147940.2272350.35026915983.80E-0329.791.08E-053.41E-050.05357.9148930.2272350.34828415994.24E-0333.291.20E-053.76E-050.0531

48、7.9149920.2292350.344314159104.68E-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)1684.52.31E-0318.147.73E-062.30E-050.05788.8152880.2352350.33016416852.56E-0320.108.51E-062.53E-050.05778.4

49、146960.2242350.3571961685.52.81E-0322.049.28E-062.76E-050.05758.4146950.2252350.35521416863.05E-0323.971.00E-052.99E-050.05738.4147950.2252350.3532321686.53.30E-0325.891.08E-053.21E-050.05718.4147940.2262350.35124916873.54E-0327.791.15E-053.42E-050.05708.4147940.2272350.3502661687.53.78E-0329.691.22

50、E-053.63E-050.05688.4148930.2282350.34828316884.02E-0331.571.29E-053.84E-050.05668.4148920.2282350.34629916894.50E-0335.291.43E-054.24E-050.05638.4149910.2302350.342331168104.96E-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)计算长度(m)长细比临界应

51、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-050.06199145960.2242350.3582121805.53.02E-0323.671.15E-053.19E-050.06178.9144980.2222350.36323618063.28E-0325.751.24E-053.45E-050.061611.4185590.2892350.2301621806.53.54E-0327.811.34E-053.71E-050.06148.9145970.2232350.36027418073.80

52、E-0329.871.43E-053.96E-050.06128.9145960.2242350.3582931807.54.06E-0331.911.51E-054.21E-050.06108.9146960.2242350.35631218084.32E-0333.931.60E-054.45E-050.06098.9146950.2252350.35533018094.83E-0337.951.77E-054.92E-050.06058.9147940.2262350.351365180105.34E-0341.921.94E-055.38E-050.06028.9148930.2282

53、350.348399180126.33E-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-050.066812.5187580.2922350.2261441945.53.26E-0325.571.45E-053.73E-050.06679.6144980.221235

54、0.36425519463.54E-0327.821.57E-054.04E-050.066511165740.2562350.2842161946.53.83E-0330.061.68E-054.34E-050.06639.6145970.2232350.36129719474.11E-0332.281.80E-054.64E-050.06629.6145970.2232350.3593181947.54.39E-0334.501.91E-054.93E-050.06609.6145960.2242350.35833819484.67E-0336.702.03E-055.22E-050.06

55、589.6146960.2242350.35635819495.23E-0341.062.24E-055.78E-050.06559.6147950.2262350.353397194105.78E-0345.382.45E-056.32E-050.06519.6147940.2272350.350435194126.86E-0353.862.85E-057.35E-050.06459.6149920.2292350.344507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

56、强度fy(MPa)稳定系数受压承载力(kN)20363.71E-0329.151.80E-054.44E-050.06979.91421010.2182350.3732982036.54.01E-0331.501.94E-054.78E-050.06959.91421000.2192350.37132020374.31E-0333.842.07E-055.10E-050.06939.91431000.2192350.3703432037.54.61E-0336.162.20E-055.43E-050.06929.9143990.2202350.36836520384.90E-0338.472.

57、33E-055.75E-050.06909.9143990.2202350.36738620395.49E-0343.062.59E-056.37E-050.06879.9144980.2222350.364429203106.06E-0347.602.83E-056.97E-050.06839.9145970.2232350.360470203127.20E-0356.523.30E-058.12E-050.06779.9146950.2252350.354548203148.31E-0365.253.73E-059.19E-050.06709.9148930.2272350.3486222

58、03169.40E-0373.794.14E-051.02E-040.06649.9149910.2302350.342692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)21964.01E-0331.522.28E-055.20E-050.075310.8143990.2202350.3673172196.54.34E-0334.062.45E-055.60E-050.075210.8144980.2212350.36634121

59、974.66E-0336.602.62E-055.99E-050.075010.8144980.2212350.3643652197.54.98E-0339.122.79E-056.37E-050.074810.8144980.2222350.36338921985.30E-0341.632.96E-056.75E-050.074710.8145970.2222350.36141221995.94E-0346.613.28E-057.49E-050.074310.8145960.2232350.358458219106.57E-0351.543.59E-058.20E-050.074010.8

60、146950.2252350.356502219127.80E-0361.264.19E-059.57E-050.073310.8147940.2272350.350587219149.02E-0370.784.76E-051.09E-040.072610.8149920.2292350.344668219161.02E-0280.105.29E-051.21E-040.072010.8150900.2312350.339743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