excel计算大全-钢结构计算表格-稳定计算

1、L35003000U1.331.71ULIxAi0xxx465527300000012016150.730637.41915513027300000012016150.730641.237430.8790.858xNA37.419151360000x实腹式单向压弯构件平面内的稳定计算结果1x0.879128.7627mx120161.05W1x11605882.4yNA53.286231360000y实腹式单向压弯构件平面外的稳定计算结果1tx0.754150.1093Mxb120161918000000.9752611实腹式双向压弯构件的稳定计算-横向地震作用强轴工字型xNA37.41915

2、1372800x12016结果1x0.879129.9746mxW1x11605882.4弱轴-工字型yNA53.286231372800强轴箱型xNA37.419151372800弱轴 箱型yNA53.286231y12016x结果1y0.754151.5221结果1x0.754151.5221结果1y0.7540.00011my1.2W1y1539411.76mx12016ymyW1x11605882.4W1y1539411.76120161.05y箱型1.05工型1.2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

3、129.9746弱轴yNAy结果1y53.286231372800120160.754151.5221强轴箱型xNAx结果1x37.419151372800120160.879弱轴 箱型129.9746yNAy结果1y53.286231120160.7540.00011111605882.4myW1y11539411.76mxW1x111605882.4myW1y11539411.76hW1xIyW1yioyyy3401605882.35391700000539411.887.35840753.28622783401605882.35391700000539411.887.35840758.7

4、235980.7540.744MxNex（欧拉临界力）结果2最终结果9180000018294709.8257.88517186.6479W1x结果2最终结果1605882.458.61490567208.7242MxNex（欧拉临界力）结果2ty6459000018294709.8242.78956MyNey（欧拉临界力）结果2tx441810009021597.49377.71558MxNex（欧拉临界力）结果2ty6459000018294709.8242.78956MyNey（欧拉临界力）结果2tx19021597.4931.77E-06MxNex（欧拉临界力）结果2tyb 箱型b 工

5、字型1.40.975261Myb yW1y441810001539411.8Mxb xW1x645900000.975261061605882Myb yW1y441810001.4539411.8Mxb xW1x11.41605882Myb yW1y向地震作用1111向地震作用6459000018294709.8242.789561441810001539411.8MyNey（欧拉临界力）44181000结果2tx9021597.49393.25869Mx1W1x645900000.975261061605882b x MxNex（欧拉临界力）结果2ty6459000018294709.8242.78956MyNey（欧拉临界力）结果2tx19021597.4931.85E-06Myb y 144181000Mxb x11W1y539411.8W1x16058821.41.4结果3最终结果81.90588877254.67结果3最终结果41.24114114270.4788结果3最终结果58.50420626252.8159结果3最终结果4.44793E-070.000113结果3最终结果b 箱型xyb 箱型xb 箱型b 工字型0.9752611b 工字型1.07b 工字型1.41.41.481.90588877254.67结果3最终结果41.24114114286.0