question archive A column of 21-ft effective length is obtained by connecting C-shape steel channels with lacing bars as shown
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A column of 21-ft effective length is obtained by connecting C-shape steel channels with lacing bars as shown. Using the AISC centric load design procedure for columns, determine the most economical C-shapes for the column to support a centric compressive load of 200 kips. Use Oy = 36 ksi and E = 29 x 10 psi. -7.0 in.
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