professional-electrician.com
Thank youWiz02's link is a big help. I had always heard drill in the vertical center of a horizontal beam. The top half compresses under load and the bottom half stretches under load. So holes go in the center where neither happens.
These I joists don't have those I had to drill each holeThere should be a knockout hole pre-pressed about every foot. Just look for the outline of one of these closest to the end. Quick note though, they are not very friendly when it comes to knocking them out. Easiest way to knock them out is to hit them with the claw end on a ripping hammer.
These I joists don't have those I had to drill each hole
There is also shear stress on the center of the web. So saying nothing happens in the center isn't really true. If you look at the requirements for holes in dimensional lumber they are allowed in the middle third where the shear stress is lower. In the exact center, end to end, it is zero. At the ends it is highest. The linked document says no holes in the center of the span which makes no sense from a mechanical strength point of view. Here's a link more in line with what I have seen multiple places but keep in mind this is for dimensional lumber.Wiz02's link is a big help. I had always heard drill in the vertical center of a horizontal beam. The top half compresses under load and the bottom half stretches under load. So holes go in the center where neither happens.
Just 1" holes in. A 14" I beam not anything wildThere is also shear stress on the center of the web. So saying nothing happens in the center isn't really true. If you look at the requirements for holes in dimensional lumber they are allowed in the middle third where the shear stress is lower. In the exact center, end to end, it is zero. At the ends it is highest. The linked document says no holes in the center of the span which makes no sense from a mechanical strength point of view. Here's a link more in line with what I have seen multiple places but keep in mind this is for dimensional lumber.
https://buildingadvisor.com/notching-and-boring-joists/
If you are making small holes I don't think it really matters but there may be rules I am not aware of. Best to check the manufacturers recommendations and local AHJ requirements. So areas are more particular about such details than others.
