Chapter 9: Column Analysis and Design
top and bottom; steel column rigidly connected (welded) to large steel beams top and bottom. Case C: One end is pinned and one end is fixed. The structure is adequately braced against lateral forces (e.g. wind and earthquake forces). Theoretical K-value: K = 0.7 Effective length: L e = 0.707 L P critical = π 2EI min /(0.707L) 2 = 2π2EI min /L 2
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