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Updated almost 4 years ago on . Most recent reply
![Tyler Tacy's profile image](https://bpimg.biggerpockets.com/no_overlay/uploads/social_user/user_avatar/1551091/1621513485-avatar-tylert123.jpg?twic=v1/output=image/crop=1367x1367@361x0/cover=128x128&v=2)
Structural question: Can I get your opinion?
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Hello! I just put my first property under contract! A 4 unit, and am having the general inspection tomorrow, trying to get a structural engineer out ASAP to have a look at this but I figured I'd try and get your opinion too.
The entire building looks great structure-wise with the exception of the back above the 2 garage doors. The picture where it's exposed is the only thing showing, he had covered up the rest of what's probably the same issue. (the plan is to remove it while a structural engineer is on-site)
Would this be something super concerning or what would you guys think of this? Thanks in advance!
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Hey there! I'm a construction manager with a degree in civil engineering, we see this literally all the time, especially in heavy freeze thaw areas and it looks like you have snow on the ground. Fun fact about concrete at the bottom of the beam, it's not nearly as important as you'd think, the rebar is carrying the load. Yours looks like its in good shape but you need to check a couple things. First is deflection, use the other side to compare to. Check the elevation of the corner and the middle to get the deflection of the good side then do the same to the spalled side (use a rotary laser, ground might not be flat). They should be pretty close (+/- 1" max). Next check for cracking. Your eyes aren't good enough to do this (no ones is), buy a $5 crack card and check the widths and length of the cracks. 0.006" to 0.014" is normally fine but fill them in with epoxy to prevent rusting and water freezing and expanding in there again. Anything over 0.014" is concerning but a carbon fiber wrap should help. Cracking should stop at the mid point of the beam (that's where the concrete goes from tension to compression in most cases). If you have compression cracking you may need to replace the beam (cracking above the mid point).
When you get a contractor to fix it make sure they drill and dowel some #3s or at the very least some forming spikes with tie wire strung between them, you need something for the patch to grab onto otherwise it'll just fall off in a year or two. Also have them apply a bonding agent, Sikadur32 is great.
Good Luck!