Step 1: Understanding the Question:
The question asks about the direction or axis around which a compression member (a column) will buckle.
Step 2: Detailed Explanation:
Buckling is a failure mode characterized by a sudden lateral deflection. A column under compression will always buckle in the way that is easiest for it to do so, which is the direction of its least resistance to bending.
The resistance of a column to bending (and thus buckling) is determined by its flexural rigidity, $EI$. For a given material ($E$), the resistance depends on the moment of inertia, $I$.
A column's cross-section will generally have different moments of inertia about its different principal axes (e.g., $I_{xx}$ and $I_{yy}$ for a rectangular or I-section). The column will buckle by bending about the axis with the
minimum moment of inertia ($I_{min}$).
The
radius of gyration ($k$) is defined as $k = \sqrt{I/A}$. Since the area $A$ is constant for the cross-section, the axis with the minimum moment of inertia ($I_{min}$) is also the axis with the
least radius of gyration ($k_{min}$).
Therefore, a column always tends to buckle about the axis corresponding to its least radius of gyration, as this is its weakest direction.
Step 3: Final Answer:
Compression members always tend to buckle in the direction of the least radius of gyration.