The International Information Center for Structural Engineers

Wednesday, 09 November 2016 10:00cat

Calculation Example – Buckling of Column (EC3).

Written by

Check the column for buckling according to EC3. HEB300/S275 and axial force NEd=1000KN. The column (L=15m) is pinned at the two far ends (strong axis y-y). The column is pinned every 5m at the weak axis z-z.


 We check that the section will not yield before buckling (not a class 4 Section).


Buckling curve b, imperfection factor for buckling curve b ?=0.34


Buckling curve c, imperfection factor for buckling curve c ?=0.49


Read 3166 times
  • Default
  • Title
  • Date
  • Random