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

<div>Capacity reduction ratios (χ/(ϕcFcr/Fy)) for three EC3 buckling curves a, b, and c.</div>

Advances in Civil Engineering

Figure 3: Comparison of Design Guidelines for Hot-Rolled I-Shaped Steel Compression Members according to AISC 360-16 and EC3 