Leftwow
Structural
- Feb 18, 2015
- 292
The bolt hole sizes in the existing plate exchanger on site are close to 2". We assume that this was specified to be bearing on concrete with standard anchor-rod holes in the base plate, however we are connecting to a W10X49. We feel as though drilling the same sized hole in the W10X49 would compromise the strength of the member. We need to specify a solution to reduce the hole size on the exchanger. 4 of the bolts are slotted holes. Have you guys encountered this before and what solutions have you done to fix this?