稳定计算.xls

LUULIxAi0 xxxh 35001.334655 27300000012016 150.7306 37.4191520.879340 30001.715130 27300000012016 150.7306 41.2374330.858340 实实腹腹式式单单向向压压弯弯构构件件平平面面内内的的稳稳定定计计算算 xNAx结果1xmxW1xMx 37.419151360000120160.879 128.76271.0511605882.491800000 实实腹腹式式单单向向压压弯弯构构件件平平面面外外的的稳稳定定计计算算 yNAy 结果1 txMxb W1x 53.286231360000120160.754 150.10931 91800000 0.9752611 1605882.35 实实腹腹式式双双向向压压弯弯构构件件的的稳稳定定计计算算-横横向向地地震震作作用用 强轴－工字型 xNAx结果1xmxW1xMx 37.419151372800120160.879 129.9746111605882.464590000 弱轴-工字型 yNAy结果1 ymyW1yMy 53.286231372800120160.754 151.52211.21539411.7644181000 强轴－箱型 xNAx结果1xmxW1xMx 37.419151372800120160.754 151.5221111605882.464590000 弱轴 －箱型 yNAy结果1 ymyW1yMy 53.286231120160.7540.000111.051539411.761 箱型工型 y1.051.2 实实腹腹式式双双向向压压弯弯构构件件的的稳稳定定计计算算－－纵纵向向地地震震作作用用 jg bl j b j l g bl j g bl j g g bl j l j g bl j 强轴 xNAx结果1xmxW1xMx 37.419151372800120160.879 129.9746111605882.464590000 弱轴 yNAy结果1 ymyW1yMy 53.286231372800120160.754 151.522111539411.7644181000 强轴－箱型 xNAx结果1xmxW1xMx 37.419151372800120160.879 129.9746111605882.464590000 弱轴 －箱型 yNAy结果1 ymyW1yMy 53.286231120160.7540.0001111539411.761 g bl j g bl j g g bl j g bl j g g bl j g bl j W1xIyW1yioyyy 1605882.353 91700000 539411.887.358407 53.286227830.754 1605882.353 91700000 539411.887.358407 58.723598020.744 Nex（欧拉临界力）结果2最终结果 18294709.82 57.885175 186.6479 结果2最终结果 b 箱型b 工字型 58.61490567 208.724221.4 0.975261 Nex（欧拉临界力）结果2tyMyb y W1y结果3最终结果 18294709.82 42.7895561441810001 539411.881.90588877254.67 Ney（欧拉临界力）结果2txMxb x W1x结果3最终结果 9021597.493 77.7155771645900000.975261062160588241.24114114 270.4788 Nex（欧拉临界力）结果2tyMyb y W1y结果3最终结果 18294709.82 42.7895561441810001.4 539411.858.50420626 252.8159 Ney（欧拉临界力）结果2txMxb x W1x结果3最终结果 9021597.493 1.766E-06111.416058824.44793E-07 0.000113 b j b j j j b j l j b j Nex（欧拉临界力）结果2tyMyb y W1y结果3最终结果 18294709.82 42.7895561441810001 539411.881.90588877254.67 Ney（欧拉临界力）结果2txMxb x W1x结果3最终结果 9021597.493 93.2586931645900000.975261062160588241.24114114 286.0219 Nex（欧拉临界力）结果2tyMyb y W1y结果3最终结果 18294709.82 42.7895561441810001.4 539411.858.50420626 231.2684 Ney（欧拉临界力）结果2txMxb x W1x结果3最终结果 9021597.493 1.854E-06111.416058824.44793E-07 0.000113 b j b j b j b j b j b j b 箱型b 工字型 x1.4 0.975261 y1.41 b 箱型b 工字型 x1.41.07 j j j j b 箱型b 工字型 x1.4 0.975261 y 1.41 b 箱型b 工字型 x1.4 1.069935 j j j j j j