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1、LUULIxAi0 xxx35001.334655 27300000012016 150.7306 37.419150.87930001.715130 27300000012016 150.7306 41.237430.858實實腹腹式式單單向向壓壓彎彎構構件件平平面面內內的的穩穩定定計計算算xNAx結果1xmxW1x37.419151360000120160.879 128.76271.051 1605882.4實實腹腹式式單單向向壓壓彎彎構構件件平平面面外外的的穩穩定定計計算算yNAy 結果1txMxb 53.286231360000120160.754 150.10931 91800002、0 0.9752611實實腹腹式式雙雙向向壓壓彎彎構構件件的的穩穩定定計計算算-橫橫向向地地震震作作用用強軸工字型xNAx結果1xmxW1x37.419151372800120160.879 129.974611 1605882.4弱軸-工字型yNAy結果1ymyW1y53.286231372800120160.754 151.52211.21 539411.76強軸箱型xNAx結果1xmxW1x37.419151372800120160.754 151.522111 1605882.4弱軸 箱型yNAy結果1ymyW1y53.286231120160.7540.000111.051 53943、11.76箱型工型y1.051.2實實腹腹式式雙雙向向壓壓彎彎構構件件的的穩穩定定計計算算縱縱向向地地震震作作用用強軸xNAx結果1xmxW1x37.419151372800120160.879 129.974611 1605882.4弱軸yNAy結果1ymyW1y53.286231372800120160.754 151.522111 539411.76強軸箱型xNAx結果1xmxW1x37.419151372800120160.879 129.974611 1605882.4弱軸 箱型yNAy結果1ymyW1y53.286231120160.7540.0001111 539411.76hW4、1xIyW1yioyyy 3401605882.353 91700000 539411.8 87.35840753.28622780.7543401605882.353 91700000 539411.8 87.35840758.7235980.744MxNex（歐拉臨界力）結果2最終結果9180000018294709.82 57.88517 186.6479W1x結果2最終結果b 箱型b 工字型1605882.458.61490567 208.72421.4 0.975261MxNex（歐拉臨界力）結果2tyMyb y W1y6459000018294709.82 42.7895614415、810001 539411.8MyNey（歐拉臨界力）結果2txMxb x W1x441810009021597.493 77.71558164590000 0.975261061605882MxNex（歐拉臨界力）結果2tyMyb y W1y6459000018294709.82 42.789561441810001.4 539411.8MyNey（歐拉臨界力）結果2txMxb x W1x19021597.493 1.77E-06111.41605882實實腹腹式式雙雙向向壓壓彎彎構構件件的的穩穩定定計計算算-橫橫向向地地震震作作用用實實腹腹式式雙雙向向壓壓彎彎構構件件的的穩穩定定計計算算縱6、縱向向地地震震作作用用MxNex（歐拉臨界力）結果2tyMyb y W1y6459000018294709.82 42.789561441810001 539411.8MyNey（歐拉臨界力）結果2txMxb x W1x441810009021597.493 93.25869164590000 0.975261061605882MxNex（歐拉臨界力）結果2tyMyb y W1y6459000018294709.82 42.789561441810001.4 539411.8MyNey（歐拉臨界力）結果2txMxb x W1x19021597.493 1.85E-06111.41605882結7、果3最終結果b 箱型b 工字型81.90588877254.67x1.4 0.975261y1.41結果3最終結果41.24114114 270.4788結果3最終結果b 箱型b 工字型58.50420626 252.8159x1.41.07結果3最終結果4.44793E-07 0.000113結果3最終結果b 箱型b 工字型81.90588877254.67x1.4 0.975261y 1.41結果3最終結果41.24114114 286.0219結果3最終結果b 箱型b 工字型58.50420626 231.2684x1.4 1.069935結果3最終結果4.44793E-07 0.000113