The unbraced length of a compression member is determined using the radius of gyration and the effective length factor. For structural steel members, the unbraced length \( L_{u} \) can be found using the formula:
\[
L_u = k \cdot r
\]
where:
- \( k \) is the effective length factor (usually 1.0 for a simply supported compression member),
- \( r \) is the radius of gyration.
Given that the radius of gyration \( r = 20 \, \text{mm} = 0.02 \, \text{m} \), and for M60 steel the value of \( k \) is typically 1.8, the unbraced length \( L_u \) is:
\[
L_u = 1.8 \cdot 0.02 = 3.6 \, \text{m}
\]
Thus, the unbraced length is 3.6 meters.