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001240
2024-02-27

Required Brace Connection Compressive Strength

Required Brace Connection Compressive Strength
1.1·Fcre·Ag/αs      for OCBF (341-16)
1.14·Fcre·Ag/αs    for SCBF (341-16 & 341-22)
Fne·Ag/αs                for OCBF (341-22)
Fcre Critical buckling stress from section E of AISC 360-16 using expected yield stress, RyFy
Ag Gross area of brace
αs LRFD-ASD force level adjustment factor = 1.0 for LRFD and 1.5 for ASD
Fne Nominal stress from section E of AISC 360-22 using expected yield stress, RyFy

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