I'm designing a one story commercial building with 11' high light gage steel studding as support walls. The walls are to have an exterior brick veneer attached. My question is this. What is the maximum allowable wind load deflection/length ratio for a brick veneer wall? I'm used to designing at 1/360 for typical plaster walls. I thought, however, that I once read somewhere that a maximum 1/600th of the span was allowable for brick veneer walls but I can't seem to find a reference to it. Is 1/600 correct? Or, can I design for 1/360 which would certainly work out better for me.<br>A PROMPT RESPONSE WOULD BE GREATLY APPRECIATED AS I NEED THIS INFO RIGHT AWAY. THANKS.<br><br>Paul