enigma2
Structural
- Feb 7, 2006
- 38
I have a situation where the architect has designed a trellis at a roof terrace that is offset from the main column line of the structure. As a result, it is necessary to affix a tube column to the flange of the main building column to carry the trellis. The architect is concerned about thermal transfer. Instead of welding the tube column to the main building column, I have welded plates to each member and created a moment connection. However, they are requesting a neoprene gasket between the two plates to minimize thermal transfer. Has anyone had any experience with this? I know there will be non-uniform load on the gasket and I don't want it to compress too much, but I don't want anything too thin that the steel will cut it and render it ineffective. It is different from a typical bearing pad because the installation is vertical and not horizontal. Any insight would be appreciated.