Am starting to jack up a 2x10 joist in my basement, that I found was split in the middle beneath a large notch put in many years ago by the HVAC installer. The joist had a non-displaced split there and had dropped about 3/4 inch. I'm guessing it had been this way as long as 50 years.
But when I went to replace the kitchen floor, I found the sag above this joist. It is right beneath the door opening between kitchen and dining room.
So my plan is to sister a 2x10, 8 feet long, across the split. The total span is 13-14 feet.
I'm using a telescoping post jack that's rated 6-10 tons, depending on the length, though they don't say what length correspond to what failure point. But how do you know when you're about exceed the strength of the jack?
But when I went to replace the kitchen floor, I found the sag above this joist. It is right beneath the door opening between kitchen and dining room.
So my plan is to sister a 2x10, 8 feet long, across the split. The total span is 13-14 feet.
I'm using a telescoping post jack that's rated 6-10 tons, depending on the length, though they don't say what length correspond to what failure point. But how do you know when you're about exceed the strength of the jack?