The International Information Center for Structural Engineers

Items filtered by date: Wednesday, 09 November 2016
Wednesday, 09 November 2016 10:00

Calculation Example – Buckling of Column (EC3).

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.