Research Article
A New Simple Method for the Strength of High-Strength Steel Thin-Walled Box Columns Subjected to Axial Force and Biaxial End Moments
Figure 9
Von Mises stress distributions: (a) top flange; (b) left web; (c) bottom flange; (d) right web.
(a) |
(b) |
(c) |
(d) |