RabitPete
Structural
- Nov 24, 2020
- 109
Erector wants to use leveling nuts instead of shims under the column base plate before filling 1" space with non shrink grout. If that is the case, I assume compression load will be transferred to the anchors instead of a grout and that's not how I designed it.
1. Is that a problem? What is the concrete failure mechanism of the headed anchor under axial compression? Would it be reasonable to assume punching shear originating at the depth of the embedded anchor head?
2. Anyone recommends using soft nylon washers under the base plate, so they will compress first and let the grout and concrete to take over the load?
Thanks!
1. Is that a problem? What is the concrete failure mechanism of the headed anchor under axial compression? Would it be reasonable to assume punching shear originating at the depth of the embedded anchor head?
2. Anyone recommends using soft nylon washers under the base plate, so they will compress first and let the grout and concrete to take over the load?
Thanks!