Vito Rosa
Guest
Good morning, everyone.
after a useless research on the topic structural walls I decided to ask the following questions, trusting in the knowledge of some attendant of the forum:
Does a structural wall have to have different behaviors than an architectural wall?
from my experience it seems not. In fact also selecting structural wall, the type of wall that is selected is generic xx wall but above all what I think does not work is in the junction with other non-structural walls. When they join, even in a squadron, a structural wall and a non-structural one is in fact carried out a height of their extremes which therefore entails a modification of the length of the structural wall, which is not good if that structural wall is a sect and that extreme is a fixed thread.
the solution that I found is to use a pillar of the size of the sect, but it is a little uncomfortable in practice when two pillars must be connected and the fusion between contiguous elements does not occur.
another solution was to create a family starting from the structural pillar family. In this way I managed to realize a set of variable sizes for stretching, which facilitates insertion in the design. However, this type of set is hidden in case of cross-section with other base walls.
Do you have suggestions?
after a useless research on the topic structural walls I decided to ask the following questions, trusting in the knowledge of some attendant of the forum:
Does a structural wall have to have different behaviors than an architectural wall?
from my experience it seems not. In fact also selecting structural wall, the type of wall that is selected is generic xx wall but above all what I think does not work is in the junction with other non-structural walls. When they join, even in a squadron, a structural wall and a non-structural one is in fact carried out a height of their extremes which therefore entails a modification of the length of the structural wall, which is not good if that structural wall is a sect and that extreme is a fixed thread.
the solution that I found is to use a pillar of the size of the sect, but it is a little uncomfortable in practice when two pillars must be connected and the fusion between contiguous elements does not occur.
another solution was to create a family starting from the structural pillar family. In this way I managed to realize a set of variable sizes for stretching, which facilitates insertion in the design. However, this type of set is hidden in case of cross-section with other base walls.
Do you have suggestions?