1、LUULIxAi0 xxx35001.334655 27300000012016 150.7306 37.419150.87930001.715130 27300000012016 150.7306 41.237430.858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1xmxW1x37.419151360000120160.879 128.76271.051 1605882.4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 53.286231360000120160.754 150.10931 9180000
2、0 0.9752611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1xmxW1x37.419151372800120160.879 129.974611 1605882.4弱轴-工字型yNAy结果1ymyW1y53.286231372800120160.754 151.52211.21 539411.76强轴箱型xNAx结果1xmxW1x37.419151372800120160.754 151.522111 1605882.4弱轴 箱型yNAy结果1ymyW1y53.286231120160.7540.000111.051 5394
3、11.76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强轴xNAx结果1xmxW1x37.419151372800120160.879 129.974611 1605882.4弱轴yNAy结果1ymyW1y53.286231372800120160.754 151.522111 539411.76强轴箱型xNAx结果1xmxW1x37.419151372800120160.879 129.974611 1605882.4弱轴 箱型yNAy结果1ymyW1y53.286231120160.7540.0001111 539411.76hW
4、1xIyW1yioyyy 3401605882.353 91700000 539411.8 87.35840753.28622780.7543401605882.353 91700000 539411.8 87.35840758.7235980.744MxNex（欧拉临界力）结果2最终结果9180000018294709.82 57.88517 186.6479W1x结果2最终结果b 箱型b 工字型1605882.458.61490567 208.72421.4 0.975261MxNex（欧拉临界力）结果2tyMyb y W1y6459000018294709.82 42.789561441
5、810001 539411.8MyNey（欧拉临界力）结果2txMxb x W1x441810009021597.493 77.71558164590000 0.975261061605882MxNex（欧拉临界力）结果2tyMyb y W1y6459000018294709.82 42.789561441810001.4 539411.8MyNey（欧拉临界力）结果2txMxb x W1x19021597.493 1.77E-06111.41605882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
6、纵向向地地震震作作用用MxNex（欧拉临界力）结果2tyMyb y W1y6459000018294709.82 42.789561441810001 539411.8MyNey（欧拉临界力）结果2txMxb x W1x441810009021597.493 93.25869164590000 0.975261061605882MxNex（欧拉临界力）结果2tyMyb y W1y6459000018294709.82 42.789561441810001.4 539411.8MyNey（欧拉临界力）结果2txMxb x W1x19021597.493 1.85E-06111.41605882结
7、果3最终结果b 箱型b 工字型81.90588877254.67x1.4 0.975261y1.41结果3最终结果41.24114114 270.4788结果3最终结果b 箱型b 工字型58.50420626 252.8159x1.41.07结果3最终结果4.44793E-07 0.000113结果3最终结果b 箱型b 工字型81.90588877254.67x1.4 0.975261y 1.41结果3最终结果41.24114114 286.0219结果3最终结果b 箱型b 工字型58.50420626 231.2684x1.4 1.069935结果3最终结果4.44793E-07 0.000113
