vmirat
Structural
- Apr 4, 2002
- 294
I'm designing a plaza canopy. The plaza is composed of concrete paver bricks. The canopy columns are HSS 10x10x1/4. The architect wants the columns to be sticking up out of the paver bricks (he doesn't want to see any concrete pier or base plate). So, the question: has anyone located column anchors below grade in an exterior application such as this? I'm concerned about corrosion of the anchors, base plate, and column.