Jann St
2020-07-26 17:47:51
- #1
We do not need to break out into an argument here, but:
A building can always settle, and the loads on the masonry resulting from the deflection of the ceiling can (should not but can) lead to crack formation. In this case, as described above, it is a shrinkage crack, not a settlement crack. I just wanted to show the questioner all his possibilities.
This crack formation is caused by incorrect processing or improper after-treatment such as premature drafts as described above. Yes, as I also described, a so-called gypsum mark is of no use there. Of course, these cracks need to be addressed.
Regarding dents in the plaster, your statement about protecting the work is a bit theoretical. The plasterer cannot protect his work from the carelessness of the other tradesmen. Therefore, the painter will end up covering it up; this service is usually included in the painter’s scope of work.
So nothing stated above is nonsense. If it is still disputed whether the building settles or whether there is deflection of components, I would like to see a structural analysis where the maximum allowable deflection of a bending-loaded component in state II is 0.0 mm.
Glad to continue in a factual tone,
Until then,
Kindest regards
A building can always settle, and the loads on the masonry resulting from the deflection of the ceiling can (should not but can) lead to crack formation. In this case, as described above, it is a shrinkage crack, not a settlement crack. I just wanted to show the questioner all his possibilities.
This crack formation is caused by incorrect processing or improper after-treatment such as premature drafts as described above. Yes, as I also described, a so-called gypsum mark is of no use there. Of course, these cracks need to be addressed.
Regarding dents in the plaster, your statement about protecting the work is a bit theoretical. The plasterer cannot protect his work from the carelessness of the other tradesmen. Therefore, the painter will end up covering it up; this service is usually included in the painter’s scope of work.
So nothing stated above is nonsense. If it is still disputed whether the building settles or whether there is deflection of components, I would like to see a structural analysis where the maximum allowable deflection of a bending-loaded component in state II is 0.0 mm.
Glad to continue in a factual tone,
Until then,
Kindest regards