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#1 |
Cyclonic Bastard
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They filled the area behind the concrete block with no reinforcement??????
How old was this building? That was horribly ignorant.
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Flies, Lies, and Other Diversions |
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#2 | |
God Like Status
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Yeah - no reinforcement - lack of shear design on the front wall connection - it's a butt joint with brick ties embedded in the concrete - LOL. Our structural engineer was on-site today to approve my shoring plan and inspect - he did a cursory walk around of the entire building - and guess what? The opposite corner (left side of building) is showing signs of stress/cracking/bowing also. Owner wants that whole wall braced/shored as soon as we are done with this shoring to prevent a collapse. I looked at it this after noon - we can save that wall. I thought you'd enjoy these pictures Zack. Ron |
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#3 |
◤◢◣◥
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I'm surprised the T-Bar lid didn't hold up that wall.
![]() ![]() ![]() Crazy stuff. On a positive side if it wasn't for some of these dipsh!t engineers you wouldn't have any work ![]() |
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