Skip to end of metadata
Go to start of metadata

You are viewing an old version of this page. View the current version.

Compare with Current View Page History

« Previous Version 2 Next »


Under the specified loads, design the steel column with S355 material using HEB section. The lower end of the column is built-in and the upper end is articulated.

Solution

  • Determination of the axial force on the column

  • Determining the support condition

TS EN 1993-1-1 Solution
LRFD -YDKT and ASD-GKT Solutions

  • The effect of the loading combinations of the regulations was not reflected in the example, only the design was carried out under G loading.

  • No labels