圆管应力计算及承载力计算

长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数57.70.6865521555500.620650.749616轴力(N)651000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数227.9171614.1049208.5891005入n0.215稳定系数Fy2350.8197041.5364010.8190760.819076承载力(kN)Nu671.00822长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数65.30.6979521549100.7023990.679313轴力(N)530000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数227.667500.5118198.7659804入n0.215稳定系数Fy2350.8123841.6690840.77808670.7780867承载力(kN)Nu573.28724长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数74.50.7117521537600.8013590.582586轴力(N)413000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数264.8957335.2074213.4883267入n0.215稳定系数Fy2350.8448611.8475830.72287070.7228707承载力(kN)Nu415.92438长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数83.670.72550521533400.8999960.473505轴力(N)305000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数265.8204246.6891189.7807入n0.215稳定系数Fy2350.9420192.0449910.6632250.663225承载力(kN)Nu345.53039长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数95.340.7430121525201.0255240.316395轴力(N)210000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数354.4818127.369191.6696667入n0.215稳定系数Fy2351.1958362.3243570.58515470.5851547承载力(kN)Nu235.56153长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数103.50.7552521515601.1132970.19437轴力(N)125000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数545.838949.23614199.3192062入n0.215稳定系数Fy2351.4858522.5384190.53228660.5322866承载力(kN)Nu134.83397长细比强度折减系数钢材强度截面面积入n入n0.215稳定系数1030.75452159401.1079190.202135轴力(N)47000应力(N/mm*mm)承载力(kN)应力(N/mm*mm)入n0.215稳定系数Nu入n0.215稳定系数327.844730.82252123.7648457入n0.215稳定系数Fy2351.464982.5248590.53544330.5354433承载力(kN)Nu81.646771