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

<div>Buckling curves plotted as a function of member slenderness (<i>L</i><sub>c</sub><i>/i</i>) for two different <i>F</i><sub>y</sub> values (235 and 440 MPa).</div>

Advances in Civil Engineering

fig4

Figure 4

Figure 4: Comparison of Design Guidelines for Hot-Rolled I-Shaped Steel Compression Members according to AISC 360-16 and EC3 