Comparison of Design Guidelines for Hot-Rolled I-Shaped Steel Compression Members according to AISC 360-16 and EC3

Figure 10

Variation of capacity ratio with buckling length L_c (a) and with member slenderness L_c/i (b) for studied HEA members. In each plot, the solid, dashed, and dotted curves with identical colours represent the capacity curves plotted for a particular section when the steel grades are S235, S275, and S355, respectively.

(a)

(b)