Research Article
Experimental Investigation and Load Capacity of Slender Cold-Formed Lipped Channel Sections with Holes in Compression
Figure 21
Comparison of ultimate capacity of columns with rectangular holes between FEA results and predicted results using the modified method (Hh : Lh = 1 : 2). (a) Hh/h = 0.3. (b) Hh/h = 0.5. (c) Hh/h = 0.7.
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