failing concrete on rebar
Discussion
I'm not a civil engineer, however I've done more concrete reinforcement drawings, for a civil engineer, than I care to remember.
This is a " how long is a piece of string" question.
There could be many different scenarios.
Could be poor materials used, (steel and concrete), poor tying of re-bar, incorrect design in the first place.
Could be external factors like water ingress, overloading etc.
OTOH, It could be superficial.
If the correct design was used and implemented properly, I would say the chance of a collapse are remote, but then again that depends on the things above!
How much? Pick a number, it will depend on what the actual problem is.
All you can do is wait for your engineer/surveyor's report.
When I was involved, it was in a earthquake zone, so significantly different designs, usually with more steel.
This is a " how long is a piece of string" question.
There could be many different scenarios.
Could be poor materials used, (steel and concrete), poor tying of re-bar, incorrect design in the first place.
Could be external factors like water ingress, overloading etc.
OTOH, It could be superficial.
If the correct design was used and implemented properly, I would say the chance of a collapse are remote, but then again that depends on the things above!
How much? Pick a number, it will depend on what the actual problem is.
All you can do is wait for your engineer/surveyor's report.
When I was involved, it was in a earthquake zone, so significantly different designs, usually with more steel.
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