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excel计算大全-钢结构计算表格-钢架计算

2021-05-26 来源:乌哈旅游
钢材强度fyN/mm

bh

刚架1刚架2240400235tw6t8A6144Ix1.758E+08Iy1.844E+07Wx8.792E+05ix169.17841杆件长度9000长细比53.198278宽厚比限值15.3198278刚架3240刚架4240刚架5250刚架6250200200200300300400300300

300300400640068006650

635065006600

61212121800121200

81010

861441.758E+08861441.758E+08106561.165E+0987806.371E+0859801.336E+0868802.954E+087480

4.457E+08

200642.960E+09296641.226E+10252645.548E+09296641.226E+1012166083.625E+0912189603.896E+0912209605.639E+091.844E+071.844E+073.126E+072.605E+071.334E+071.334E+071.334E+07

6.314E+076.326E+071.495E+086.326E+075.405E+075.410E+075.411E+078.792E+058.792E+052.913E+061.960E+067.634E+051.182E+061.486E+06

5.920E+061.363E+079.247E+061.363E+076.041E+066.493E+068.056E+06

169.17841169.17841330.66674269.36718149.47054207.22044244.09862

900053.19827815.3198278900053.19827815.3198278900027.21773612.7217736900033.41164313.3411643900060.21253216.0212532900043.43200914.34320099000

36.870344

13.6870344

100018001200121010101014141414

12001400

高厚比限值宽厚比设计值高厚比设计值51.599139214.6256451.599139214.6256451.599139214.62564

38.60886810.16666667129.333333341.705821712.210555.10626629.75546.71600469.78043.43517199.796.66666667

ix

54.78252459

54.7825245954.7825245954.1657726954.4730468447.2297333744.0368063142.236559

杆件长度70007000700070007000700070009000

平面外稳定(长细比)

127.777974127.777974127.777974129.2329021128.503919148.2117196158.9579397213.0855404

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