Prestressed Guy
Structural
- May 11, 2007
- 390
I have a project where the architect wants precast treads that are set on a steel stair which consists of an HSS stringer with 1/2" plates welded to it for the treads to mount on. The 1/2" plate is the same length and width as the treads and the architect is calling for the treads to be attached to the plate with thin-set mortar. the mortar will provide plenty of bond to the bottom of the precast treads but I am concerned about the bond between the mortar and the steel. Any suggestions?