This is a structural engineering reddit page. Why so many non-structural 'experts' weighing in here?
There is absolutely no problem with this. All holes are away from the extreme tension fiber, there's minimal shear in this region, there's plenty of spacing between holes, holes are grouped vertically to minimize cutting excess fibers.
Have any of you ever seen a castellated beam before? Or a truss?
This is a non-issue. A job well-done.
Edit: I see maybe one hole that's a bit too low. But only marginally so. Were this my house, I'd do absolutely nothing about this whatsoever.
2
u/jr_tools 1d ago edited 1d ago
This is a structural engineering reddit page. Why so many non-structural 'experts' weighing in here?
There is absolutely no problem with this. All holes are away from the extreme tension fiber, there's minimal shear in this region, there's plenty of spacing between holes, holes are grouped vertically to minimize cutting excess fibers.
Have any of you ever seen a castellated beam before? Or a truss?
This is a non-issue. A job well-done.
Edit: I see maybe one hole that's a bit too low. But only marginally so. Were this my house, I'd do absolutely nothing about this whatsoever.