3. Given a Type 316 sheet annealed stainless steel hollow, rectangular column with 600 mm length, 1 mm wall thickness, 1500 N concentric load, and a safety factor of 1.5, design al suitable column if its boundary conditions are fixed-fixed and the ratio of side lengths of the rectangle is 1.5:1. Use AISC recommended values and round dimensions to next largest whole integers that maintain the ratio of side lengths.

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