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  1. TSB-98

    5-10% of axial load to be applied laterally for steel columns (unbraced)

    Good day, I've been told that when designing a steel column (unbraced) that 5-10% of the axial load should be applied horizontally. I understand this for bracing of a structure (generally 2% is the South African code requirement) and the minimum eccentricity applied to concrete columns. I...

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