Question: Design a built - up column 1 0 m long with two channel sections placed back - to - back to carry a factored axial

Design a built-up column 10m long with two channel sections placed back-to-back to carry a factored axial load of 1080 kN. The column is restrained in position but not in direction at both the ends. Provide single lacing system with bolted connections. Assume E250 grade of steel and bolts of grade 4.6.

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