Design a wide flange W column 8 m in height to support an axial dead load of 1000 kN and a live load of 1200kN in the interior of a building. The column base is rigidly fixed to the footing and the top of the column isrigidly framed to very stiff girders. Assume that bracing is provided to prevent side sway in the weak axis/planeof the column (you don’t have to consider slenderness in this direction), but side sway is not prevented aroundits strong axis. Select an economical W shape.
Design a wide flange W column 8 m in height to support an axial dead load of 1000 kN and a live load of 1200kN in the interior of a building. The column base is rigidly fixed to the footing and the top of the column isrigidly framed to very stiff girders. Assume that bracing is provided to prevent side sway in the weak axis/planeof the column (you don’t have to consider slenderness in this direction), but side sway is not prevented aroundits strong axis. Select an economical W shape.
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Design a wide flange W column 8 m in height to support an axial dead load of 1000 kN and a live load of 1200
kN in the interior of a building. The column base is rigidly fixed to the footing and the top of the column is
rigidly framed to very stiff girders. Assume that bracing is provided to prevent side sway in the weak axis/plane
of the column (you don’t have to consider slenderness in this direction), but side sway is not prevented around
its strong axis. Select an economical W shape.
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