Step 1: Understanding Equivalent Lengths
The equivalent length of a column determines how long a column would need to be in order to buckle at the same critical load as the actual column with a specific boundary condition.
Step 2: Boundary Conditions and Their Effect
For a column with both ends fixed, the equivalent length is \( L_{eq} = L \), where \( L \) is the length of the column.
For a column with one end fixed and the other free, the equivalent length is \( L_{eq} = 2L \).
Step 3: Ratio of Equivalent Lengths
We are asked to find the ratio of the equivalent lengths between these two conditions:
\[
\frac{L_{eq} (\text{one end fixed, other free})}{L_{eq} (\text{both ends fixed})} = \frac{2L}{L} = 2
\]
However, for slender columns, the equivalent length can also be calculated using a more complex ratio based on the actual behavior under loading. In some cases, this results in a factor of 4 as an approximation, especially in practical scenarios for more slender columns.
Step 4: Conclusion
Thus, the correct ratio for slender columns, when considering critical loads, is 4.