wantadvice
Structural
I have a precast double tee parking garage that has the bearing pads walking out due to sun camber on the top level. Has anyone had experience with this? I plan to jack the double tees and remove and replace the pads. Current pads are hard rubber with random fibers. If I replace with the same, I will eventually have the same problem. The current bearing is more triangular due to high camber. If I replace with a rigid pad (ie steel), I'm concerned with the ends cracking. Any help would be appreciated.