excel计算大全钢结构计算表格稳定计算VIP专享

LUULIxAi0xxx35001.33465527300000012016 150.730637.419150.87930001.71513027300000012016 150.730641.237430.858实腹式单向压弯构件平面内的稳定计算xNAx结果1xmxW1x37.419151360000120160.879 128.76271.0511605882.4实腹式单向压弯构件平面外的稳定计算yNAy结果1txMxb53.286231360000120160.754 150.10931 91800000 0.9752611实腹式双向压弯构强轴－工字型xNAx结果1xmxW1x37.419151372800120160.879 129.9746111605882.4弱轴-工字型yNAy结果1ymyW1y53.286231372800120160.754 151.52211.21539411.76强轴－箱型xNAx结果1xmxW1x37.419151372800120160.754 151.5221111605882.4弱轴 －箱型yNAy结果1ymyW1y53.286231120160.7540.000111.051539411.76箱型工型y1.051.2实腹式双向压弯构件的稳定计算－纵向地震作用强轴xNAx结果1xmxW1x37.419151372800120160.879 129.9746111605882.4弱轴yNAy结果1ymyW1y53.286231372800120160.754 151.522111539411.76强轴－箱型xNAx结果1xmxW1x37.419151372800120160.879 129.9746111605882.4弱轴 －箱型yNAy结果1ymyW1y53.286231120160.7540.0001111539411.76hW1xIyW1yioyyy3401605882.353 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 yW1y6459000018294709.82 42.789561441810001 539411.8MyNey （欧拉临界力）结果2txMxb xW1x441810009021597.493 77.71558164590000 0.975261061605882MxNex （欧拉临界力）结果2tyMyb yW1y6459000018294709.82 42.789561441810001.4 539411.8MyNey （欧拉临界力）结果2txMxb xW1x19021597.493 1.77E-06111.41605882MxNex （欧拉临界力）结果2tyMyb yW1y6459000018294709.82 42.789561441810001 539411.8MyNey （欧拉临界力）结果2txMxb xW1x441810009021597.493 93.25869164590000 0.975261061605882MxNex （欧拉临界力）结果2tyMyb yW1y6459000018294709.82 42.789561441810001.4 539411.8MyNey （欧拉临界力）结果2txMxb xW1x19021597.493 1.85E-06111.41605882结果3最终结果b 箱型b 工字型81.90588877254.67x1.4 0 .9 7 5 2 6 1y1.41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 .0 7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 .9 7 5 2 6 1y1.41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 .0 6 9 9 3 5结果3最终结果4.44793E-07 0.000113