Comparison of Design Guidelines for Hot-Rolled I-Shaped Steel Compression Members according to AISC 360-16 and EC3
Table 4
The smallest buckling lengths () and member slendernesses (/i) at which the effective cross section of a slender-element/Class 4 section is equal to its gross area (i.e., Ae = Ag). The values listed for EC3 are computed applying the class change allowed in Clause 5.5.1(9) in EC3.