def onChanged(self, obj, prop):
ComponentStructural.onChanged(self, obj, prop)
if prop == 'Area':
obj.Proxy.area = obj.Area
elif prop == 'Thickness':
obj.Proxy.thickness = obj.Thickness
elif prop == 'Length':
obj.Proxy.length = obj.Length
elif prop == 'Width':
obj.Proxy.width = obj.Width
if prop == 'Shape':
box = obj.Shape.BoundBox
dim = [box.XLength, box.YLength, box.ZLength]
smallest = min(dim)
largest = max(dim)
obj.Length = largest
dim.remove(smallest)
dim.remove(largest)
obj.Width = dim[0]
def onChanged(self, obj, prop):
ComponentStructural.onChanged(self, obj, prop)
if prop == "Area":
obj.Proxy.area = obj.Area
elif prop == "Thickness":
obj.Proxy.thickness = obj.Thickness
elif prop == "Length":
obj.Proxy.length = obj.Length
elif prop == "Width":
obj.Proxy.width = obj.Width
if prop == "Shape":
box = obj.Shape.BoundBox
dim = [box.XLength, box.YLength, box.ZLength]
smallest = min(dim)
largest = max(dim)
obj.Length = largest
dim.remove(smallest)
dim.remove(largest)
obj.Width = dim[0]
def __init__(self, obj, material, part):
ComponentStructural.__init__(self, obj, material, part)
obj.addProperty("App::PropertyLength", "Length", "Beam", "Length of the beam")
obj.setEditorMode("MaxLength", 1)
obj.addProperty("App::PropertyFloat", "CrossSection", "Beam", "Cross section of the beam")
obj.setEditorMode("CrossSection", 1)
obj.addProperty("App::PropertyFloat", "MassPerArea", "Beam", "Mass per unit area")
obj.setEditorMode("MassPerArea", 1)
obj.addProperty("App::PropertyFloat", "AreaMoment", "Beam", "Area moment of inertia")
obj.setEditorMode("AreaMoment", 1)
self.SubsystemLong = obj.makeSubsystem(SubsystemLong())
self.SubsystemBend = obj.makeSubsystem(SubsystemBend())
self.SubsystemShear = obj.makeSubsystem(SubsystemShear())
def __init__(self, obj, system, material, part):
obj.addProperty("App::PropertyFloat", "Length", self.name, "Length of the plate.")
obj.setEditorMode("Length", 1)
obj.addProperty("App::PropertyFloat", "Width", self.name, "Width of the plate.")
obj.setEditorMode("Width", 1)
ComponentStructural.__init__(self, obj, system, material, part)
obj.addProperty("App::PropertyFloat", "Area", self.name, "Area of the plate.")
obj.setEditorMode("Area", 1)
obj.addProperty("App::PropertyFloat", "Thickness", self.name, "Thickness of the plate.")
obj.setEditorMode("Thickness", 1)
obj.addProperty("App::PropertyFloat", "MassPerArea", self.name, "Mass per unit area.")
obj.setEditorMode("MassPerArea", 1)
self.calc_area_and_thickness(obj)
self.SubsystemLong = obj.makeSubsystem(SubsystemLong)
self.SubsystemBend = obj.makeSubsystem(SubsystemBend)
self.SubsystemShear = obj.makeSubsystem(SubsystemShear)
def __init__(self, obj, material, part):
ComponentStructural.__init__(self, obj, material, part)
obj.addProperty("App::PropertyLength", "Length", "Beam",
"Length of the beam")
obj.setEditorMode("MaxLength", 1)
obj.addProperty("App::PropertyFloat", "CrossSection", "Beam",
"Cross section of the beam")
obj.setEditorMode("CrossSection", 1)
obj.addProperty("App::PropertyFloat", "MassPerArea", "Beam",
"Mass per unit area")
obj.setEditorMode("MassPerArea", 1)
obj.addProperty("App::PropertyFloat", "AreaMoment", "Beam",
"Area moment of inertia")
obj.setEditorMode("AreaMoment", 1)
self.SubsystemLong = obj.makeSubsystem(SubsystemLong())
self.SubsystemBend = obj.makeSubsystem(SubsystemBend())
self.SubsystemShear = obj.makeSubsystem(SubsystemShear())
def __init__(self, obj, system, material, part):
obj.addProperty("App::PropertyFloat", "Length", self.name,
"Length of the plate.")
obj.setEditorMode("Length", 1)
obj.addProperty("App::PropertyFloat", "Width", self.name,
"Width of the plate.")
obj.setEditorMode("Width", 1)
ComponentStructural.__init__(self, obj, system, material, part)
obj.addProperty("App::PropertyFloat", "Area", self.name,
"Area of the plate.")
obj.setEditorMode("Area", 1)
obj.addProperty("App::PropertyFloat", "Thickness", self.name,
"Thickness of the plate.")
obj.setEditorMode("Thickness", 1)
obj.addProperty("App::PropertyFloat", "MassPerArea", self.name,
"Mass per unit area.")
obj.setEditorMode("MassPerArea", 1)
self.calc_area_and_thickness(obj)
self.SubsystemLong = obj.makeSubsystem(SubsystemLong)
self.SubsystemBend = obj.makeSubsystem(SubsystemBend)
self.SubsystemShear = obj.makeSubsystem(SubsystemShear)
def execute(self, obj):
ComponentStructural.execute(self, obj)
self.calc_area_and_thickness(obj)
obj.MassPerArea = obj.Proxy.mass_per_area
def execute(self, obj):
ComponentStructural.execute(self, obj)
obj.Length = obj.Proxy.model.length
obj.AreaMoment = obj.Proxy.model.area_moment_of_inertia
obj.CrossSection = obj.Proxy.model.cross_section
def onChanged(self, obj, prop):
ComponentStructural.onChanged(self, obj, prop)
if prop == "Length":
obj.Proxy.model.length = obj.Length
def execute(self, obj):
ComponentStructural.execute(self, obj)
self.calc_area_and_thickness(obj)
obj.MassPerArea = obj.Proxy.mass_per_area
def execute(self, obj):
ComponentStructural.execute(self, obj)
obj.Length = obj.Proxy.model.length
obj.AreaMoment = obj.Proxy.model.area_moment_of_inertia
obj.CrossSection = obj.Proxy.model.cross_section
def onChanged(self, obj, prop):
ComponentStructural.onChanged(self, obj, prop)
if prop == 'Length':
obj.Proxy.model.length = obj.Length
