Advances in Civil Engineering / 2020 / Article / Fig 13

Research Article

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

Figure 13

Variation of capacity ratio with buckling length Lc (a, c, e) and with member slenderness Lc/i (b, d, f) for studied HD members.
(a)
(b)
(c)
(d)
(e)
(f)

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