jerseyshore
Structural
- May 14, 2015
- 711
Just went to check out a crawlspace girder because the owner noticed some cracks and a big dip in the first-floor. Double 2x12 spanning approx 8'. Apparently the crawlspace used to be pretty wet and was recently encapsulated.
A contractor had previously installed a 17' attic beam to open up the kitchen wall and of course neither post aligned with the crawlspace piers so they are both sitting on the midspan of this crawlspace girder.
I get down there and find one of the two plys of this girder totally destroyed. Like a combination of a shear failure and compression failure.
In the first photo, you'll see what I thought was a 2x on top of this beam, but no, that's the top 2 inches of this ply totally split clear from the rest of the member and crushed down at least an inch. The 2nd and 3rd photos show this as well.
I've seen a lot of bad crawlspace beams, but don't think I've ever seen one completely sheared off at the top like this.
Any thoughts here if this would really be a shear failure near the top or more likely a constantly damp beam that just crushed because of this new point load.
Will also post the 4th and 5th photos showing the adjacent span of this girder (no point load, just uniform floor loading) with the nails splitting that ply in half as well.
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A contractor had previously installed a 17' attic beam to open up the kitchen wall and of course neither post aligned with the crawlspace piers so they are both sitting on the midspan of this crawlspace girder.
I get down there and find one of the two plys of this girder totally destroyed. Like a combination of a shear failure and compression failure.
In the first photo, you'll see what I thought was a 2x on top of this beam, but no, that's the top 2 inches of this ply totally split clear from the rest of the member and crushed down at least an inch. The 2nd and 3rd photos show this as well.
I've seen a lot of bad crawlspace beams, but don't think I've ever seen one completely sheared off at the top like this.
Any thoughts here if this would really be a shear failure near the top or more likely a constantly damp beam that just crushed because of this new point load.
Will also post the 4th and 5th photos showing the adjacent span of this girder (no point load, just uniform floor loading) with the nails splitting that ply in half as well.
#1
#2
#3
#4
#5