Search for: [Abstract = "Two independent load cases were examined\: 1\) where the L\-sections \(diagonal bracings\) are loaded by the axial force only and that forces are applied in the center of the member cross section, 2\) where the L\-sections are loaded by the axial force and the bending moment that reproduce the effect of the eccentric connection to the gusset plates by the one leg of the angle section is added."]

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