Advances in Civil Engineering / 2021 / Article / Fig 7

Research Article

Experimental Study and Effective Width Method for Cold-Formed Steel Lipped Channel Stud Columns with Holes

Figure 7

Buckling mode of specimen C9008-03-RH6-1. (a) Local buckling in the web. (b) Local buckling in the flange. (c) Local buckling in the lip. (d) Distortional buckling. (e) Local buckling of the plate strip adjacent to holes.

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