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

Solution

• Determination of the axial force on the column.

• Determining Determination of 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 different load combinations of the regulations was not reflected in the example, only the design was only carried out under G loading.(dead) load.

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