![]() Prior to May 2023, ENERCALC used definitions that referred to "buckling IN THE DIRECTION OF" an axis. Note that the nomenclature used to define column slenderness was updated in May 2023 to bring ENERCALC in concert with the way the industry defines column buckling. Let's start with the all-important definition of the axis reference for slenderness. In most of the column modules there are two tabs: "Buckling ABOUT X-X" and "Buckling ABOUT Y-Y". When the column has applied bending forces, these slenderness settings also define the unbraced compression edge lengths, and therefore they affect the calculation of allowable bending stresses.They define bracing to resist column buckling, and.It is important to understand that the settings on the Slenderness tab serve double-duty: The Slenderness tab allows you to specify the column bracing, which will be considered in axial capacity calculations.
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