Chapter 9: Column Analysis and Design
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 Examples: Concrete column rigidly connected to concrete slab at the base and attached to light-gauge roofing at the top.
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