Scout**
2023-02-13 14:46:18
- #1
I have looked up for you what the rules say about sand-lime bricks:
The effects of vertical (perpendicular) slots in load-bearing and non-load-bearing walls are different. In the case of load-bearing KS walls, vertical slots (regardless of slot depth) are generally uncritical. In this case, the wall can be assumed to consist of two wall sections, separated by the slot.
At the location of the slot, a free edge is to be assumed...., may also be executed in non-load-bearing walls.

In other words: with an 8 cm wide and 6 cm deep channel, you can calculate as if you had continuously removed 8 cm width from your load-bearing wall....without further consideration, however, only up to 2 cm depth or up to 10 cm width would be unproblematic.
The effects of vertical (perpendicular) slots in load-bearing and non-load-bearing walls are different. In the case of load-bearing KS walls, vertical slots (regardless of slot depth) are generally uncritical. In this case, the wall can be assumed to consist of two wall sections, separated by the slot.
At the location of the slot, a free edge is to be assumed...., may also be executed in non-load-bearing walls.
[*]For four-sided supported non-load-bearing walls, the vertical slot can be assumed as a free edge. It must be checked whether the permissible wall lengths of the two resulting (three-sided supported) wall sections are complied with.
[*]When determining the permissible wall length of the non-load-bearing wall, the next smaller wall thickness may be used.
[*]When determining the permissible wall length of the non-load-bearing wall, the next smaller wall thickness may be used.
In other words: with an 8 cm wide and 6 cm deep channel, you can calculate as if you had continuously removed 8 cm width from your load-bearing wall....without further consideration, however, only up to 2 cm depth or up to 10 cm width would be unproblematic.