We are currently at the end of a large warehouse project with a steel x-braced frame with tube steel columns. I was recently notified that the construction manager has noticed that a significant number of the interior columns are out of plumb, some by 3 1/2". This structure is...
I am currently working on a very large warehouse project with some walls exceeding 600' lengths. How often should I locate expansion joints, not control joints, in the foundation wall? (Typical foundation wall approximately 3'-6" deep with 2#5 T&B.)