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001240
2024-02-27

Resistência à compressão da ligação de contraventamento necessária

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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