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Apply appropriate clauses in Eurocode 3 to verify the compression resistance for the column 4A in Figure 2. The beam to column connection is pinned, and the bottom end of the column is rigidly connected. The RC slab carrying designed load of 12XX N/m including self-weight. Main beam using UB 305 x 102 x 25 kg/m and secondary beam using UB 175 x 175 x 35 kg/m. Steel grade of 275 is used for all the members. The column uses section UC 152 x 152 x 30 kg/m and the height is 3.5 m. B 9000 8000 6000 Figure 2: Structural Layout Plan [25 Marks]