I am working on a truss design for Highway bridge. I needed some help in lateral bracing of the compression chord. AASHTO 6.7.5.4 Trusses states "the member providing lateral bracing to compression chords should be as deep as practical and connected to both flanges." Can I use W12 member aligned and connected to top flange with a full depth stiffner plate to brace a W36 compression chord? Are there any articles I can refer to for this requirements?