Traumfaenger
2017-07-31 22:33:49
- #1
The problem here is that, except for about 75 cm, almost the entire approximately 45 m length of the top floor exterior wall is actually "beside" the ground floor wall. The structural dimension already creaks badly there, and the thermal dimension then completely throws a wrench in the works.
Could you please explain that in more detail? It’s clear that the statics become complicated because of that. But I know a new building with an even longer exterior wall length and a recessed top floor all around (!) that is still KFW40. What exactly do you see as the challenge?