Research Article
Numerical Analysis of Hybrid Steel Beams with Trapezoidal Corrugated Web Nonwelded Inclined Folds
Figure 8
Parameters studied: (a) flange stiffener height (250 mm) ( = 62.5%); (b) flange stiffener height (350 mm) ( = 85%); (c) number of flange stiffeners (two); (d) number of flange stiffeners (three).
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(b) |
(c) |
(d) |