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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.

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