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

<div>The effect of different values of elasticity modulus on the capacity ratio curve plotted for a member with IPE450 section and S355 steel grade. The black and solid curve presents the capacity curve with design resistances calculated using <i>E</i><sub>c</sub> = 210 GPa whereas the red and dashed curve presents that calculated using <i>E</i><sub>c</sub> = 200 GPa.</div>

Advances in Civil Engineering

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Figure 7

Figure 7: Comparison of Design Guidelines for Hot-Rolled I-Shaped Steel Compression Members according to AISC 360-16 and EC3 