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
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TS EN 1993-1-1 Solution
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LRFD -YDKT and ASD-GKT Solutions
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The effect of the loading combinations of the regulations was not reflected in the example, only the design was carried out under G loading.