/
9.6.3.1
9.6.3.1
The slenderness ratio ( effective buckling length / radius of gyration) in brace members with high ductility level must comply with condition KL / i ≤ 200. In concentrically braced frames, this condition must be met under the compression or tensile forces of the brace section in order to plasticize the structure by absorbing energy.
Next Topic
, multiple selections available,
Related content
9.7.3
More like this
Highly Ductile Concentrically Braced Frame
Highly Ductile Concentrically Braced Frame
More like this
9.6.3.1 Slenderness Ratio Report
9.6.3.1 Slenderness Ratio Report
More like this
9.7.3.1 Slenderness Ratio Report
9.7.3.1 Slenderness Ratio Report
More like this
Moderately Ductile Concentrically Braced Frame
Moderately Ductile Concentrically Braced Frame
More like this
Brace Requirements for SCBF per AISC 341-16 with ideCAD
Brace Requirements for SCBF per AISC 341-16 with ideCAD
More like this