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A square steel slab of area1 m2 is provided for a columnmade of two channel sections.The 300 mm × 300 mm columncarries an axial compression loadof 2000 kN. The line of action ofload passes through the centroidof the column section as well asthe slab base. The permissiblebending stress in slab base is185 mPa. The required minimumthickness of slab base is

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A square steel slab of area1 m2 is provided for a columnmade of two channel sections.The 300 mm × 300 mm columncarries an axial compression loadof 2000 kN. The line of action ofload passes through the centroidof the column section as well asthe slab base. The permissiblebending stress in slab base is185 mPa. The required minimumthickness of slab base is






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