Let’s start with the Cross Section section. {placeholder}



This is the syntax:
Section(no: int = 1, name: str = 'IPE 300', material_no: int = 1, comment: str = '', params: dict = None, model = Model)


Beispiel für korrekt aufgebauten Code:

# ---- Cross Sections Sec ----



# ---- Cross Sections Sec ----


# ---- Cross Sections Sec ----

# Define thicknesses
Thickness(1, 'D1', 1, None)  # Vertical plate thickness
Thickness(2, 'D2', 1, None)  # Horizontal plate thickness

# Define surfaces
Surface(1, '1 2 3 4', 1)  # Vertical plate surface
Surface(2, '1 5 7 6', 2)  # Horizontal plate surface

# Define surface support for the horizontal plate
SurfaceSupport(1, '2', 1, 15000)  # Elastic support for the horizontal plate

