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Advances in Civil Engineering
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2021
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Article
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Fig 13
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Research Article
Experimental Study and Effective Width Method for Cold-Formed Steel Lipped Channel Stud Columns with Holes
Figure 13
Load and strain curves for specimen C9008-03-CH31. (a) Midheight. (b) About 50 mm higher than midheight.
(a)
(b)