lateral bracing for light gauge steel
lateral bracing for light gauge steel
(OP)
Say I have this situation. I have a continuous beam over a supporting column. Can this connection be designed as to assume the bottom flange of the light gauge beam is braced. If so, how. Can I provide stiffiners within the light gauge beam? Thanks for your help.






RE: lateral bracing for light gauge steel
RE: lateral bracing for light gauge steel