1、LUULIxAi0 xxxh35001.334655 27300000012016 150.7306 37.4191520.87934030001.715130 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1xmxW1xMx37.419151360000120160.879 128.76271.0511605882.491800000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1txMxb W1x53.286231360000120160.
2、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1xmxW1xMx37.419151372800120160.879 129.9746111605882.464590000弱轴-工字型yNAy结果1ymyW1yMy53.286231372800120160.754 151.52211.21539411.7644181000强轴箱型xNAx结果1xmxW1xMx37.419151372800120160.754 151.5221111605882.4645
3、90000弱轴 箱型yNAy结果1ymyW1yMy53.286231120160.7540.000111.051539411.761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jgbljbjlgbljgbljggbljljgblj强轴xNAx结果1xmxW1xMx37.419151372800120160.879 129.9746111605882.464590000弱轴yNAy结果1ymyW1yMy53.286231372800120160.754 151.522111539411.7644181000强轴箱型xNAx结果1xmxW
4、1xMx37.419151372800120160.879 129.9746111605882.464590000弱轴 箱型yNAy结果1ymyW1yMy53.286231120160.7540.0001111539411.761gbljgbljggbljgbljggbljgbljW1xIyW1yioyyy 1605882.353 91700000 539411.887.358407 53.286227830.7541605882.353 91700000 539411.887.358407 58.723598020.744Nex（欧拉临界力）结果2最终结果18294709.82 57.885
5、175 186.6479结果2最终结果b 箱型b 工字型58.61490567 208.724221.4 0.975261Nex（欧拉临界力）结果2tyMyb y W1y结果3最终结果18294709.82 42.7895561441810001 539411.881.90588877254.67Ney（欧拉临界力）结果2txMxb x W1x结果3最终结果9021597.493 77.7155771645900000.975261062160588241.24114114 270.4788Nex（欧拉临界力）结果2tyMyb y W1y结果3最终结果18294709.82 42.789556
6、1441810001.4 539411.858.50420626 252.8159Ney（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 0.000113bjbjjjbjljbjNex（欧拉临界力）结果2tyMyb y W1y结果3最终结果18294709.82 42.7895561441810001 539411.881.90588877254.67Ney（欧拉临界力）结果2txMxb x W1x结果3最终结果9021597.493 93.2586931645900000.975261062160
7、588241.24114114 286.0219Nex（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 231.2684Ney（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 0.000113bjbjbjbjbjbjb 箱型b 工字型x1.4 0.975261y1.41b 箱型b 工字型x1.41.07jjjjb 箱型b 工字型x1.4 0.975261y 1.41b 箱型b 工字型x1.4 1.069935jjjjjj
