def editHelicalRebar(
Rebar,
s_cover,
b_cover,
diameter,
t_cover,
pitch,
structure=None,
facename=None,
):
sketch = Rebar.Base
if structure and facename:
sketch.Support = [(structure, facename)]
# Check if sketch support is empty.
if not sketch.Support:
showWarning(
"You have checked: 'Remove external geometry of base sketches when "
"needed.'\nTo uncheck: Edit->Preferences->Arch."
)
return
# Assigned values
facename = sketch.Support[0][1][0]
structure = sketch.Support[0][0]
face = structure.Shape.Faces[getFaceNumber(facename) - 1]
# StructurePRM = getTrueParametersOfStructure(structure)
# Get parameters of the face where sketch of rebar is drawn
FacePRM = getParametersOfFace(structure, facename, False)
size = (
ArchCommands.projectToVector(
structure.Shape.copy(), face.normalAt(0, 0)
)
).Length
normal = face.normalAt(0, 0)
# normal = face.Placement.Rotation.inverted().multVec(normal)
createHelicalWire(
FacePRM,
s_cover,
b_cover,
t_cover,
pitch,
size,
normal,
diameter,
Rebar.Base,
)
FreeCAD.ActiveDocument.recompute()
Rebar.Diameter = diameter
Rebar.SideCover = s_cover
Rebar.BottomCover = b_cover
Rebar.TopCover = t_cover
Rebar.Pitch = pitch
FreeCAD.ActiveDocument.recompute()
return Rebar
def editSingleTieMultipleRebars(
rebar_group,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
main_rebars_t_offset,
main_rebars_b_offset,
main_rebars_type="StraightRebar",
main_hook_orientation="Top Inside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=None,
main_hook_extension=None,
sec_rebars_t_offset=None,
sec_rebars_b_offset=None,
sec_rebars_number_diameter=None,
sec_rebars_type=("StraightRebar", "StraightRebar"),
sec_hook_orientation=("Top Inside", "Top Inside"),
l_sec_rebar_rounding=None,
sec_hook_extension=None,
structure=None,
facename=None,
):
"""editSingleTieMultipleRebars(RebarGroup, LeftCoverOfTie, RightCoverOfTie,
TopCoverOfTie, BottomCoverOfTie, OffsetofTie, BentAngle, ExtensionFactor,
DiameterOfTie, NumberSpacingCheck, NumberSpacingValue, DiameterOfMainRebars,
TopOffsetofMainRebars, BottomOffsetofMainRebars, MainRebarType,
MainLShapeHookOrientation, MainLShapeHookExtendAlong,
LShapeMainRebarRounding, LShapeMainHookLength, TopOffsetofSecondaryRebars,
BottomOffsetofSecondaryRebars, SecondaryRebarNumberDiameterString,
SecondaryRebarType, SecondaryLShapeHookOrientation,
LShapeSecondaryRebarRounding, LShapeSecondaryHookLength, Structure,
Facename):
Edit the Single Tie Multiple Rebars reinforcement for the selected
structural column object.
It takes two different inputs for main_rebars_type i.e. 'StraightRebar',
'LShapeRebar'.
It takes eight different orientations input for Main L-shaped hooks i.e.
'Top Inside', 'Top Outside', 'Bottom Inside', 'Bottom Outside', 'Top Left',
'Top Right', 'Bottom Left', 'Bottom Right'.
It takes two different inputs for main_hook_extend_along i.e. 'x-axis',
'y-axis'.
Note: Type of sec_rebars_t_offset, sec_rebars_b_offset,
sec_rebars_number_diameter, sec_rebars_type, sec_hook_orientation,
l_sec_rebar_rounding and sec_hook_extension arguments is a tuple.
Syntax: (<value_for_xdir_rebars>, <value_for_ydir_rebars>).
In sec_hook_orientation(<xdir_rebars_orientation>,
<ydir_rebars_orientation>),
Value of xdir_rebars_orientation can be: 'Top Inside', 'Top Outside',
'Bottom Inside', 'Bottom Outside', 'Top Upward', 'Top Downward', 'Bottom
Upward', 'Bottom Downward'.
Value of ydir_rebars_orientation can be: 'Top Inside', 'Top Outside',
'Bottom Inside', 'Bottom Outside', 'Top Left', 'Top Right', 'Bottom
Left', 'Bottom Right'.
"""
if len(rebar_group.RebarGroups) == 0:
return rebar_group
for i, tmp_rebar_group in enumerate(rebar_group.RebarGroups):
if hasattr(tmp_rebar_group, "Ties"):
if len(tmp_rebar_group.Ties) > 0:
Tie = tmp_rebar_group.Ties[0]
break
else:
showWarning(
"You have deleted ties. Please recreate the "
"ColumnReinforcement."
)
return rebar_group
elif i == len(rebar_group.RebarGroups) - 1:
showWarning(
"You have deleted ties group. Please recreate the "
"ColumnReinforcement."
)
return rebar_group
if not structure and not facename:
structure = Tie.Base.Support[0][0]
facename = Tie.Base.Support[0][1][0]
# Edit ties and main rebars
editSingleTieFourRebars(
rebar_group,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
main_rebars_t_offset,
main_rebars_b_offset,
main_rebars_type,
main_hook_orientation,
main_hook_extend_along,
l_main_rebar_rounding,
main_hook_extension,
structure,
facename,
)
# If secondary rebars doesn't exists, return
if len(rebar_group.RebarGroups) < 3:
FreeCAD.ActiveDocument.recompute()
return rebar_group
# Set parameters for xdir and ydir rebars
xdir_rebars_group = rebar_group.RebarGroups[2].SecondaryRebars[0]
ydir_rebars_group = rebar_group.RebarGroups[2].SecondaryRebars[1]
if not sec_rebars_t_offset:
xdir_rebars_t_offset = xdir_rebars_group.TopOffset
ydir_rebars_t_offset = ydir_rebars_group.TopOffset
else:
xdir_rebars_t_offset = sec_rebars_t_offset[0]
ydir_rebars_t_offset = sec_rebars_t_offset[1]
if not sec_rebars_b_offset:
xdir_rebars_b_offset = xdir_rebars_group.BottomOffset
ydir_rebars_b_offset = ydir_rebars_group.BottomOffset
else:
xdir_rebars_b_offset = sec_rebars_b_offset[0]
ydir_rebars_b_offset = sec_rebars_b_offset[1]
if not sec_rebars_number_diameter:
xdir_rebars_number_diameter = xdir_rebars_group.NumberDiameter
ydir_rebars_number_diameter = ydir_rebars_group.NumberDiameter
else:
xdir_rebars_number_diameter = sec_rebars_number_diameter[0]
ydir_rebars_number_diameter = sec_rebars_number_diameter[1]
xdir_rebars_type = sec_rebars_type[0]
ydir_rebars_type = sec_rebars_type[1]
xdir_hook_orientation = sec_hook_orientation[0]
ydir_hook_orientation = sec_hook_orientation[1]
if l_sec_rebar_rounding:
l_xdir_rebar_rounding = l_sec_rebar_rounding[0]
l_ydir_rebar_rounding = l_sec_rebar_rounding[1]
if sec_hook_extension:
xdir_hook_extension = sec_hook_extension[0]
ydir_hook_extension = sec_hook_extension[1]
# Set common parameters of xdir and ydir rebars
xdir_rebars = xdir_rebars_group.XDirRebars
ydir_rebars = ydir_rebars_group.YDirRebars
# Check if there is need to recreate rebars
prev_xdir_rebars_type = xdir_rebars_group.RebarType
prev_xdir_rebars_number_diameter = xdir_rebars_group.NumberDiameter
prev_ydir_rebars_type = ydir_rebars_group.RebarType
prev_ydir_rebars_number_diameter = ydir_rebars_group.NumberDiameter
if (
prev_xdir_rebars_type == xdir_rebars_type
and prev_xdir_rebars_number_diameter == xdir_rebars_number_diameter
):
recreate_xdir_rebars = False
else:
recreate_xdir_rebars = True
if (
prev_ydir_rebars_type == ydir_rebars_type
and prev_ydir_rebars_number_diameter == ydir_rebars_number_diameter
):
recreate_ydir_rebars = False
else:
recreate_ydir_rebars = True
if recreate_xdir_rebars:
for Rebar in xdir_rebars:
base_name = Rebar.Base.Name
FreeCAD.ActiveDocument.removeObject(Rebar.Name)
FreeCAD.ActiveDocument.removeObject(base_name)
FreeCAD.ActiveDocument.recompute()
if xdir_rebars_number_diameter and xdir_rebars_number_diameter != "0":
xdir_rebars = makeXDirRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_main_rebars,
xdir_rebars_t_offset,
xdir_rebars_b_offset,
xdir_rebars_type,
xdir_hook_orientation,
xdir_hook_extension,
l_xdir_rebar_rounding,
xdir_rebars_number_diameter,
facename,
structure,
)
else:
editXDirRebars(
xdir_rebars,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_main_rebars,
xdir_rebars_t_offset,
xdir_rebars_b_offset,
xdir_rebars_type,
xdir_hook_orientation,
xdir_hook_extension,
l_xdir_rebar_rounding,
xdir_rebars_number_diameter,
facename,
structure,
)
if recreate_ydir_rebars:
for Rebar in ydir_rebars:
base_name = Rebar.Base.Name
FreeCAD.ActiveDocument.removeObject(Rebar.Name)
FreeCAD.ActiveDocument.removeObject(base_name)
FreeCAD.ActiveDocument.recompute()
if ydir_rebars_number_diameter and ydir_rebars_number_diameter != "0":
ydir_rebars = makeYDirRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_main_rebars,
ydir_rebars_t_offset,
ydir_rebars_b_offset,
ydir_rebars_type,
ydir_hook_orientation,
ydir_hook_extension,
l_ydir_rebar_rounding,
ydir_rebars_number_diameter,
facename,
structure,
)
else:
editYDirRebars(
ydir_rebars,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_main_rebars,
ydir_rebars_t_offset,
ydir_rebars_b_offset,
ydir_rebars_type,
ydir_hook_orientation,
ydir_hook_extension,
l_ydir_rebar_rounding,
ydir_rebars_number_diameter,
facename,
structure,
)
# Add created xdir/ydir rebars to xdir_rebars_group/ydir_rebars_group
xdir_rebars_group.addObjects(xdir_rebars)
ydir_rebars_group.addObjects(ydir_rebars)
# Set properties values for xdir_rebars in xdir_rebars_group object
xdir_rebars_group.XDirRebars = xdir_rebars
xdir_rebars_group.RebarType = xdir_rebars_type
if xdir_rebars_type == "LShapeRebar":
xdir_rebars_group.HookOrientation = xdir_hook_orientation
xdir_rebars_group.HookExtension = xdir_hook_extension
xdir_rebars_group.TopOffset = xdir_rebars_t_offset
xdir_rebars_group.BottomOffset = xdir_rebars_b_offset
xdir_rebars_group.NumberDiameter = xdir_rebars_number_diameter
# Set properties values for ydir_rebars in ydir_rebars_group object
ydir_rebars_group.YDirRebars = ydir_rebars
ydir_rebars_group.RebarType = ydir_rebars_type
if ydir_rebars_type == "LShapeRebar":
ydir_rebars_group.HookOrientation = ydir_hook_orientation
ydir_rebars_group.HookExtension = ydir_hook_extension
ydir_rebars_group.TopOffset = ydir_rebars_t_offset
ydir_rebars_group.BottomOffset = ydir_rebars_b_offset
ydir_rebars_group.NumberDiameter = ydir_rebars_number_diameter
FreeCAD.ActiveDocument.recompute()
return rebar_group
def makeSingleTieMultipleRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
main_rebars_t_offset,
main_rebars_b_offset,
main_rebars_type="StraightRebar",
main_hook_orientation="Top Inside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=None,
main_hook_extension=None,
sec_rebars_t_offset=None,
sec_rebars_b_offset=None,
sec_rebars_number_diameter=None,
sec_rebars_type=("StraightRebar", "StraightRebar"),
sec_hook_orientation=("Top Inside", "Top Inside"),
l_sec_rebar_rounding=None,
sec_hook_extension=None,
structure=None,
facename=None,
):
"""makeSingleTieMultipleRebars(LeftCoverOfTie, RightCoverOfTie,
TopCoverOfTie, BottomCoverOfTie, OffsetofTie, BentAngle, ExtensionFactor,
DiameterOfTie, NumberSpacingCheck, NumberSpacingValue, DiameterOfMainRebars,
TopOffsetOfMainRebars, BottomOffsetofMainRebars, MainRebarType,
MainLShapeHookOrientation, MainLShapeHookExtendAlong,
LShapeMainRebarRounding, LShapeMainHookLength, TopOffsetOfSecondaryRebars,
BottomOffsetOfSecondaryRebars, SecondaryRebarNumberDiameterString,
SecondaryRebarType, SecondaryLShapeHookOrientation,
LShapeSecondaryRebarRounding, LShapeSecondaryHookLength, Structure,
Facename):
Adds the Single Tie Multiple Rebars reinforcement to the selected structural
column object.
It takes two different inputs for main_rebars_type i.e. 'StraightRebar',
'LShapeRebar'.
It takes eight different orientations input for Main L-shaped hooks i.e.
'Top Inside', 'Top Outside', 'Bottom Inside', 'Bottom Outside', 'Top Left',
'Top Right', 'Bottom Left', 'Bottom Right'.
It takes two different inputs for main_hook_extend_along i.e. 'x-axis',
'y-axis'.
Note: Type of sec_rebars_t_offset, sec_rebars_b_offset,
sec_rebars_number_diameter, sec_rebars_type, sec_hook_orientation,
l_sec_rebar_rounding and sec_hook_extension arguments is a tuple.
Syntax: (<value_for_xdir_rebars>, <value_for_ydir_rebars>).
In sec_hook_orientation(<xdir_rebars_orientation>,
<ydir_rebars_orientation>),
Value of xdir_rebars_orientation can be: 'Top Inside', 'Top Outside',
'Bottom Inside', 'Bottom Outside', 'Top Upward', 'Top Downward', 'Bottom
Upward', 'Bottom Downward'.
Value of ydir_rebars_orientation can be: 'Top Inside', 'Top Outside',
'Bottom Inside', 'Bottom Outside', 'Top Left', 'Top Right', 'Bottom
Left', 'Bottom Right'.
"""
if not structure and not facename:
if FreeCAD.GuiUp:
selected_obj = FreeCADGui.Selection.getSelectionEx()[0]
structure = selected_obj.Object
facename = selected_obj.SubElementNames[0]
else:
showWarning("Error: Pass structure and facename arguments")
return None
SingleTieFourRebarsObject = makeSingleTieFourRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
main_rebars_t_offset,
main_rebars_b_offset,
main_rebars_type,
main_hook_orientation,
main_hook_extend_along,
l_main_rebar_rounding,
main_hook_extension,
structure,
facename,
)
if not sec_rebars_number_diameter:
return SingleTieFourRebarsObject
else:
xdir_rebars_number_diameter = sec_rebars_number_diameter[0]
ydir_rebars_number_diameter = sec_rebars_number_diameter[1]
if (
not xdir_rebars_number_diameter
or xdir_rebars_number_diameter == "0"
) and (
not ydir_rebars_number_diameter
or ydir_rebars_number_diameter == "0"
):
return SingleTieFourRebarsObject
# Set parameters for xdir and ydir rebars
if not sec_rebars_t_offset:
xdir_rebars_t_offset = ydir_rebars_t_offset = main_rebars_t_offset
else:
xdir_rebars_t_offset = sec_rebars_t_offset[0]
ydir_rebars_t_offset = sec_rebars_t_offset[1]
if not sec_rebars_b_offset:
xdir_rebars_b_offset = ydir_rebars_b_offset = main_rebars_b_offset
else:
xdir_rebars_b_offset = sec_rebars_b_offset[0]
ydir_rebars_b_offset = sec_rebars_b_offset[1]
xdir_rebars_type = sec_rebars_type[0]
ydir_rebars_type = sec_rebars_type[1]
if not sec_hook_orientation:
if xdir_rebars_type == "StraightRebar":
xdir_hook_orientation = None
elif xdir_rebars_type == "LShapeRebar":
xdir_hook_orientation = "Top Inside"
if ydir_rebars_type == "StraightRebar":
ydir_hook_orientation = None
elif ydir_rebars_type == "LShapeRebar":
ydir_hook_orientation = "Top Inside"
else:
xdir_hook_orientation = sec_hook_orientation[0]
ydir_hook_orientation = sec_hook_orientation[1]
if l_sec_rebar_rounding:
l_xdir_rebar_rounding = l_sec_rebar_rounding[0]
l_ydir_rebar_rounding = l_sec_rebar_rounding[1]
if sec_hook_extension:
xdir_hook_extension = sec_hook_extension[0]
ydir_hook_extension = sec_hook_extension[1]
if xdir_rebars_number_diameter and xdir_rebars_number_diameter != "0":
xdir_rebars = makeXDirRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_main_rebars,
xdir_rebars_t_offset,
xdir_rebars_b_offset,
xdir_rebars_type,
xdir_hook_orientation,
xdir_hook_extension,
l_xdir_rebar_rounding,
xdir_rebars_number_diameter,
facename,
structure,
)
if ydir_rebars_number_diameter and ydir_rebars_number_diameter != "0":
ydir_rebars = makeYDirRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_main_rebars,
ydir_rebars_t_offset,
ydir_rebars_b_offset,
ydir_rebars_type,
ydir_hook_orientation,
ydir_hook_extension,
l_ydir_rebar_rounding,
ydir_rebars_number_diameter,
facename,
structure,
)
# Create object of _SingleTieMultipleRebars to add new properties to it
SingleTieMultipleRebars = _SingleTieMultipleRebars(
SingleTieFourRebarsObject
)
# Add created xdir/ydir rebars to xdir_rebars_group/ydir_rebars_group
SingleTieMultipleRebars.addXDirRebars(xdir_rebars)
SingleTieMultipleRebars.addYDirRebars(ydir_rebars)
# Set properties values for xdir_rebars in xdir_rebars_group object
if len(xdir_rebars) > 0:
xdir_rebars_group = SingleTieMultipleRebars.xdir_rebars_group
xdir_rebars_group.RebarType = xdir_rebars_type
if xdir_rebars_type == "LShapeRebar":
xdir_rebars_group.HookOrientation = xdir_hook_orientation
xdir_rebars_group.HookExtension = xdir_hook_extension
else:
xdir_rebars_group.HookOrientation = "Top Inside"
xdir_rebars_group.TopOffset = xdir_rebars_t_offset
xdir_rebars_group.BottomOffset = xdir_rebars_b_offset
xdir_rebars_group.NumberDiameter = xdir_rebars_number_diameter
# Set properties values for ydir_rebars in ydir_rebars_group object
if len(ydir_rebars) > 0:
ydir_rebars_group = SingleTieMultipleRebars.ydir_rebars_group
ydir_rebars_group.RebarType = ydir_rebars_type
if ydir_rebars_type == "LShapeRebar":
ydir_rebars_group.HookOrientation = ydir_hook_orientation
ydir_rebars_group.HookExtension = ydir_hook_extension
else:
ydir_rebars_group.HookOrientation = "Top Inside"
ydir_rebars_group.TopOffset = ydir_rebars_t_offset
ydir_rebars_group.BottomOffset = ydir_rebars_b_offset
ydir_rebars_group.NumberDiameter = ydir_rebars_number_diameter
FreeCAD.ActiveDocument.recompute()
return SingleTieMultipleRebars.Object
def accept(self):
"""This function is executed when 'OK' button is clicked from UI. It
execute a function to reinforcement drawing and dimensioning."""
# Check if template file is selected or not
template_file = self.drawing_widget.template_file.text()
if not template_file:
self.drawing_widget.template_file.setStyleSheet(
"border: 1px solid red;")
showWarning(
'Choose template for drawing under: "Drawing - Views & Options"'
)
return
# Get drawing data
form = self.shapes_data_widget
rebars_stroke_width = FreeCAD.Units.Quantity(
form.rebars_stroke_width.text()).Value
if form.rebars_shape_color_radio.isChecked():
rebars_color_style = "Automatic"
else:
rebars_color_style = "Custom"
rebars_color = form.rebars_color.property("color").getRgbF()
structure_stroke_width = FreeCAD.Units.Quantity(
form.structure_stroke_width.text()).Value
if form.structure_shape_color_radio.isChecked():
structure_color_style = "Automatic"
elif form.structure_custom_color_radio.isChecked():
structure_color_style = "Custom"
else:
structure_color_style = "None"
structure_color = form.structure_color.property("color").getRgbF()
form = self.drawing_widget
views = []
if form.front_view_check_box.isChecked():
views.append("Front")
if form.rear_view_check_box.isChecked():
views.append("Rear")
if form.left_view_check_box.isChecked():
views.append("Left")
if form.right_view_check_box.isChecked():
views.append("Right")
if form.top_view_check_box.isChecked():
views.append("Top")
if form.bottom_view_check_box.isChecked():
views.append("Bottom")
drawing_left_offset = FreeCAD.Units.Quantity(
form.drawing_left_offset.text()).Value
drawing_top_offset = FreeCAD.Units.Quantity(
form.drawing_top_offset.text()).Value
drawing_min_right_offset = FreeCAD.Units.Quantity(
form.drawing_min_right_offset.text()).Value
drawing_min_bottom_offset = FreeCAD.Units.Quantity(
form.drawing_min_bottom_offset.text()).Value
drawing_max_width = FreeCAD.Units.Quantity(
form.drawing_max_width.text()).Value
drawing_max_height = FreeCAD.Units.Quantity(
form.drawing_max_height.text()).Value
# Get dimensioning data
form = self.dimension_labels_lines_widget
perform_dimensioning = (
self.drawing_widget.perform_dimensioning_radio_button.isChecked())
dimension_label_format = form.dimension_label_format.text()
dimension_font_family = form.dimension_font_family.currentText()
dimension_font_size = form.dimension_font_size.value()
dimension_text_color = form.dimension_text_color.property(
"color").getRgbF()
dimension_stroke_width = FreeCAD.Units.Quantity(
form.dimension_stroke_width.text()).Value
dimension_line_style = form.dimension_line_style.currentText()
dimension_line_color = form.dimension_line_color.property(
"color").getRgbF()
dimension_line_mid_point_symbol = (
form.dimension_line_mid_point_symbol.currentText())
form = self.dimension_single_multi_rebars_widget
dimension_single_rebar_line_start_symbol = (
form.single_rebar_dimension_line_start_symbol.currentText())
dimension_single_rebar_line_end_symbol = (
form.single_rebar_dimension_line_end_symbol.currentText())
dimension_single_rebar_text_position_type = (
form.single_rebar_text_position_type.currentText())
dimension_single_rebar_outer_dim = (
form.single_rebar_outer_dimension.isChecked())
dimension_multi_rebar_line_start_symbol = (
form.multi_rebar_dimension_line_start_symbol.currentText())
dimension_multi_rebar_line_end_symbol = (
form.multi_rebar_dimension_line_end_symbol.currentText())
dimension_multi_rebar_text_position_type = (
form.multi_rebar_text_position_type.currentText())
dimension_multi_rebar_outer_dim = (
form.multi_rebar_outer_dimension.isChecked())
form = self.dimension_offsets_increments_widget
dimension_left_offset = FreeCAD.Units.Quantity(
form.dimension_left_offset.text()).Value
dimension_right_offset = FreeCAD.Units.Quantity(
form.dimension_right_offset.text()).Value
dimension_top_offset = FreeCAD.Units.Quantity(
form.dimension_top_offset.text()).Value
dimension_bottom_offset = FreeCAD.Units.Quantity(
form.dimension_bottom_offset.text()).Value
dimension_left_offset_increment = FreeCAD.Units.Quantity(
form.dimension_left_offset_increment.text()).Value
dimension_right_offset_increment = FreeCAD.Units.Quantity(
form.dimension_right_offset_increment.text()).Value
dimension_top_offset_increment = FreeCAD.Units.Quantity(
form.dimension_top_offset_increment.text()).Value
dimension_bottom_offset_increment = FreeCAD.Units.Quantity(
form.dimension_bottom_offset_increment.text()).Value
# Get selected objects list
selected_objects = [
selection.Object
for selection in FreeCADGui.Selection.getSelectionEx()
]
reinforcement_objs = getReinforcementRebarObjects(selected_objects)
if not reinforcement_objs:
reinforcement_objs = getReinforcementRebarObjects(
FreeCAD.ActiveDocument.Objects)
def getFreeCADObjectsList(objects: list,
# ) -> Union[Literal["None"], str]:
) -> str:
return ("None" if not objects else "[" + ",".join(
["FreeCAD.ActiveDocument." + obj.Name
for obj in objects]) + "]")
rebars_list = getFreeCADObjectsList(reinforcement_objs)
FreeCADGui.addModule("ReinforcementDrawing.make_reinforcement_drawing")
for view in views:
FreeCADGui.doCommand(
"ReinforcementDrawing.make_reinforcement_drawing."
"makeStructuresReinforcementDrawing(structure_list=None, "
f"rebars_list={rebars_list}, "
f'view="{view}", '
f"rebars_stroke_width={rebars_stroke_width}, "
f'rebars_color_style="{rebars_color_style}", '
f"rebars_color={rebars_color}, "
f"structure_stroke_width={structure_stroke_width}, "
f'structure_color_style="{structure_color_style}", '
f"structure_color={structure_color}, "
f"drawing_left_offset={drawing_left_offset}, "
f"drawing_top_offset={drawing_top_offset}, "
f"drawing_min_right_offset={drawing_min_right_offset}, "
f"drawing_min_bottom_offset={drawing_min_bottom_offset}, "
f"drawing_max_width={drawing_max_width}, "
f"drawing_max_height={drawing_max_height}, "
f'template_file=r"{template_file}", '
f"perform_dimensioning={perform_dimensioning}, "
"dimension_rebars_filter_list=None, "
f'dimension_label_format="{dimension_label_format}", '
f'dimension_font_family="{dimension_font_family}", '
f"dimension_font_size={dimension_font_size}, "
f"dimension_stroke_width={dimension_stroke_width}, "
f'dimension_line_style="{dimension_line_style}",'
f" dimension_line_color={dimension_line_color}, "
f"dimension_text_color={dimension_text_color}, "
'dimension_single_rebar_line_start_symbol="'
f'{dimension_single_rebar_line_start_symbol}", '
'dimension_single_rebar_line_end_symbol="'
f'{dimension_single_rebar_line_end_symbol}", '
'dimension_multi_rebar_line_start_symbol="'
f'{dimension_multi_rebar_line_start_symbol}", '
'dimension_multi_rebar_line_end_symbol="'
f'{dimension_multi_rebar_line_end_symbol}", '
'dimension_line_mid_point_symbol="'
f'{dimension_line_mid_point_symbol}", '
f"dimension_left_offset={dimension_left_offset}, "
f"dimension_right_offset={dimension_right_offset}, "
f"dimension_top_offset={dimension_top_offset}, "
f"dimension_bottom_offset={dimension_bottom_offset}, "
"dimension_left_offset_increment="
f"{dimension_left_offset_increment}, "
"dimension_right_offset_increment="
f"{dimension_right_offset_increment}, "
"dimension_top_offset_increment="
f"{dimension_top_offset_increment}, "
"dimension_bottom_offset_increment="
f"{dimension_bottom_offset_increment}, "
"dimension_single_rebar_outer_dim="
f"{dimension_single_rebar_outer_dim}, "
"dimension_multi_rebar_outer_dim="
f"{dimension_multi_rebar_outer_dim}, "
"dimension_single_rebar_text_position_type="
f'"{dimension_single_rebar_text_position_type}", '
"dimension_multi_rebar_text_position_type="
f'"{dimension_multi_rebar_text_position_type}")')
self.form.close()
def editStirrup(
Rebar,
l_cover,
r_cover,
t_cover,
b_cover,
f_cover,
bentAngle,
bentFactor,
diameter,
rounding,
amount_spacing_check,
amount_spacing_value,
structure=None,
facename=None,
):
sketch = Rebar.Base
if structure and facename:
sketch.Support = [(structure, facename)]
# Check if sketch support is empty.
if not sketch.Support:
showWarning(
"You have checked: 'Remove external geometry of base sketches when "
"needed.'\nTo uncheck: Edit->Preferences->Arch.")
return
# Assigned values
facename = sketch.Support[0][1][0]
structure = sketch.Support[0][0]
face = structure.Shape.Faces[getFaceNumber(facename) - 1]
# StructurePRM = getTrueParametersOfStructure(structure)
# Get parameters of the face where sketch of rebar is drawn
FacePRM = getParametersOfFace(structure, facename, False)
FaceNormal = face.normalAt(0, 0)
# FaceNormal = face.Placement.Rotation.inverted().multVec(FaceNormal)
# Calculate the coordinates value of Stirrup rebar
points = getpointsOfStirrup(
FacePRM,
l_cover,
r_cover,
t_cover,
b_cover,
bentAngle,
bentFactor,
diameter,
rounding,
FaceNormal,
)
Rebar.Base.Points = points
FreeCAD.ActiveDocument.recompute()
Rebar.Direction = FaceNormal.negative()
Rebar.OffsetStart = f_cover + diameter / 2
Rebar.OffsetEnd = f_cover + diameter / 2
Rebar.BentAngle = bentAngle
Rebar.BentFactor = bentFactor
Rebar.Rounding = rounding
Rebar.Diameter = diameter
if amount_spacing_check:
Rebar.Amount = amount_spacing_value
FreeCAD.ActiveDocument.recompute()
Rebar.AmountCheck = True
else:
size = (ArchCommands.projectToVector(structure.Shape.copy(),
face.normalAt(0, 0))).Length
Rebar.Amount = int((size - diameter) / amount_spacing_value)
FreeCAD.ActiveDocument.recompute()
Rebar.AmountCheck = False
Rebar.FrontCover = f_cover
Rebar.LeftCover = l_cover
Rebar.RightCover = r_cover
Rebar.TopCover = t_cover
Rebar.BottomCover = b_cover
Rebar.TrueSpacing = amount_spacing_value
FreeCAD.ActiveDocument.recompute()
return Rebar
def editReinforcement(
rebar_group,
s_cover,
helical_rebar_t_offset,
helical_rebar_b_offset,
pitch,
dia_of_helical_rebar,
main_rebars_t_offset,
main_rebars_b_offset,
dia_of_main_rebars,
number_angle_check,
number_angle_value,
structure=None,
facename=None,
):
"""editReinforcement(RebarGroup, SideCover, TopOffsetOfHelicalRebars,
BottomOffsetOfHelicalRebars, Pitch, DiameterOfHelicalRebar,
TopOffsetOfMainRebars, BottomOffsetOfMainRebars, DiameterOfMainRebars,
NumberAngleCheck, NumberAngleValue, Structure, Facename):
Edit the helical and straight rebars for the selected structural column
object.
"""
helical_rebar = rebar_group.RebarGroups[0].HelicalRebars[0]
line = helical_rebar.Base
if structure and facename:
line.Support = [(structure, facename)]
# Check if line support is empty.
if not line.Support:
showWarning(
"You have checked remove external geometry of base lines when"
" needed.\nTo unchecked Edit->Preferences->Arch.")
return
# Assigned values
structure = line.Support[0][0]
facename = line.Support[0][1][0]
helical_rebar = editHelicalRebar(
helical_rebar,
s_cover,
helical_rebar_b_offset,
dia_of_helical_rebar,
helical_rebar_t_offset,
pitch,
structure,
facename,
)
if number_angle_check:
number = number_angle_value
else:
number = math.ceil(360 / number_angle_value)
base_line_list = []
for i, rebar in enumerate(rebar_group.RebarGroups[1].MainRebars):
if i < number:
base_line_list.append(rebar.Base)
else:
FreeCAD.ActiveDocument.removeObject(rebar.Base.Name)
FreeCAD.ActiveDocument.removeObject(rebar.Name)
main_rebars_s_cover = s_cover + dia_of_helical_rebar
main_rebars_list = makeStraightRebars(
main_rebars_s_cover,
main_rebars_t_offset,
main_rebars_b_offset,
dia_of_main_rebars,
number_angle_check,
number_angle_value,
structure,
facename,
base_line_list,
)
rebar_group.RebarGroups[1].addObjects(main_rebars_list)
rebar_group.RebarGroups[1].MainRebars = main_rebars_list
rebar_group.RebarGroups[1].TopOffset = main_rebars_t_offset
rebar_group.RebarGroups[1].BottomOffset = main_rebars_b_offset
rebar_group.RebarGroups[1].Diameter = dia_of_main_rebars
rebar_group.RebarGroups[1].NumberAngleCheck = number_angle_check
rebar_group.RebarGroups[1].Number = number
if number_angle_check:
rebar_group.RebarGroups[1].Number = number_angle_value
rebar_group.RebarGroups[1].Angle = 360.00 / number_angle_value
else:
rebar_group.RebarGroups[1].Number = math.ceil(360 / number_angle_value)
rebar_group.RebarGroups[1].Angle = number_angle_value
FreeCAD.ActiveDocument.recompute()
return rebar_group
def editUShapeRebar(
Rebar,
f_cover,
b_cover,
r_cover,
l_cover,
diameter,
t_cover,
rounding,
amount_spacing_check,
amount_spacing_value,
orientation,
structure=None,
facename=None,
):
sketch = Rebar.Base
if structure and facename:
sketch.Support = [(structure, facename)]
# Check if sketch support is empty.
if not sketch.Support:
showWarning(
"You have checked: 'Remove external geometry of base sketches when "
"needed.'\nTo uncheck: Edit->Preferences->Arch.")
return
# Assigned values
facename = sketch.Support[0][1][0]
structure = sketch.Support[0][0]
face = structure.Shape.Faces[getFaceNumber(facename) - 1]
# StructurePRM = getTrueParametersOfStructure(structure)
# Get parameters of the face where sketch of rebar is drawn
FacePRM = getParametersOfFace(structure, facename)
# Get points of U-Shape rebar
points = getpointsOfUShapeRebar(FacePRM, r_cover, l_cover, b_cover,
t_cover, orientation, diameter)
sketch.movePoint(0, 1, points[0], 0)
FreeCAD.ActiveDocument.recompute()
sketch.movePoint(0, 2, points[1], 0)
FreeCAD.ActiveDocument.recompute()
sketch.movePoint(1, 1, points[1], 0)
FreeCAD.ActiveDocument.recompute()
sketch.movePoint(1, 2, points[2], 0)
FreeCAD.ActiveDocument.recompute()
sketch.movePoint(2, 1, points[2], 0)
FreeCAD.ActiveDocument.recompute()
sketch.movePoint(2, 2, points[3], 0)
FreeCAD.ActiveDocument.recompute()
Rebar.OffsetStart = f_cover + diameter / 2
Rebar.OffsetEnd = f_cover + diameter / 2
if amount_spacing_check:
Rebar.Amount = amount_spacing_value
FreeCAD.ActiveDocument.recompute()
Rebar.AmountCheck = True
else:
size = (ArchCommands.projectToVector(structure.Shape.copy(),
face.normalAt(0, 0))).Length
Rebar.Amount = int((size - diameter) / amount_spacing_value)
FreeCAD.ActiveDocument.recompute()
Rebar.AmountCheck = False
Rebar.Diameter = diameter
Rebar.FrontCover = f_cover
Rebar.RightCover = r_cover
Rebar.LeftCover = l_cover
Rebar.BottomCover = b_cover
Rebar.TopCover = t_cover
Rebar.Rounding = rounding
Rebar.TrueSpacing = amount_spacing_value
Rebar.Orientation = orientation
FreeCAD.ActiveDocument.recompute()
return Rebar
def makeSingleTieFourRebars(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
offset_of_tie,
bent_angle,
extension_factor,
dia_of_tie,
number_spacing_check,
number_spacing_value,
dia_of_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
rebar_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
structure=None,
facename=None,
):
"""makeSingleTieFourRebars(LeftCoverOfTie, RightCoverOfTie, TopCoverOfTie,
BottomCoverOfTie, OffsetofTie, BentAngle, ExtensionFactor, DiameterOfTie,
NumberSpacingCheck, NumberSpacingValue, DiameterOfRebars, TopOffsetOfRebars,
BottomOffsetOfRebars, RebarType, LShapeHookOrientation, HookExtendAlong,
LShapeRebarRounding, LShapeHookLength, Structure, Facename):
Adds the Single Tie Four Rebars reinforcement to the selected structural
column object.
It takes two different inputs for rebar_type i.e. 'StraightRebar',
'LShapeRebar'.
It takes eight different orientations input for L-shaped hooks i.e. 'Top
Inside', 'Top Outside', 'Bottom Inside', 'Bottom Outside', 'Top Left',
'Top Right', 'Bottom Left', 'Bottom Right'.
It takes two different inputs for hook_extend_along i.e. 'x-axis', 'y-axis'.
"""
if not structure and not facename:
if FreeCAD.GuiUp:
selected_obj = FreeCADGui.Selection.getSelectionEx()[0]
structure = selected_obj.Object
facename = selected_obj.SubElementNames[0]
else:
showWarning("Error: Pass structure and facename arguments")
return None
# Calculate common parameters for Straight/LShaped rebars
t_cover = t_offset_of_rebars
b_cover = b_offset_of_rebars
rebar_number_spacing_check = True
rebar_number_spacing_value = 2
# Create Straight Rebars
if rebar_type == "StraightRebar":
hook_extend_along == "x-axis"
facename_for_rebars = getFacenameforRebar(
hook_extend_along, facename, structure
)
f_cover = b_cover_of_tie + dia_of_tie
r_cover = r_cover_of_tie + dia_of_tie
l_cover = l_cover_of_tie + dia_of_tie
orientation = "Vertical"
list_coverAlong = ["Right Side", "Left Side"]
rl_cover = [r_cover, l_cover]
main_rebars = []
for i, coverAlong in enumerate(list_coverAlong):
main_rebars.append(
makeStraightRebar(
f_cover,
(coverAlong, rl_cover[i]),
t_cover,
b_cover,
dia_of_rebars,
rebar_number_spacing_check,
rebar_number_spacing_value,
orientation,
structure,
facename_for_rebars,
)
)
main_rebars[i].OffsetEnd = (
t_cover_of_tie + dia_of_tie + dia_of_rebars / 2
)
# Create L-Shaped Rebars
elif rebar_type == "LShapeRebar":
facename_for_rebars = getFacenameforRebar(
hook_extend_along, facename, structure
)
FacePRM = getParametersOfFace(structure, facename_for_rebars)
face_length = FacePRM[0][0]
if hook_extend_along == "x-axis":
f_cover = b_cover_of_tie + dia_of_tie
else:
f_cover = r_cover_of_tie + dia_of_tie
# Implement hook extension values from here:
# https://archive.org/details/gov.in.is.sp.16.1980/page/n207
if not hook_extension:
hook_extension = 4 * dia_of_rebars
if not l_rebar_rounding:
l_rebar_rounding = (
float(dia_of_tie) / 2 + dia_of_rebars / 2
) / dia_of_tie
l_rebar_orientation_cover = getLRebarOrientationLeftRightCover(
hook_orientation,
hook_extension,
hook_extend_along,
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
dia_of_tie,
dia_of_rebars,
l_rebar_rounding,
face_length,
)
list_orientation = l_rebar_orientation_cover["list_orientation"]
l_cover = l_rebar_orientation_cover["l_cover"]
r_cover = l_rebar_orientation_cover["r_cover"]
t_cover = t_offset_of_rebars
b_cover = b_offset_of_rebars
main_rebars = []
for i, orientation in enumerate(list_orientation):
main_rebars.append(
makeLShapeRebar(
f_cover,
b_cover,
l_cover[i],
r_cover[i],
dia_of_rebars,
t_cover,
l_rebar_rounding,
rebar_number_spacing_check,
rebar_number_spacing_value,
orientation,
structure,
facename_for_rebars,
)
)
if hook_extend_along == "x-axis":
main_rebars[i].OffsetEnd = (
t_cover_of_tie + dia_of_tie + dia_of_rebars / 2
)
else:
main_rebars[i].OffsetEnd = (
l_cover_of_tie + dia_of_tie + dia_of_rebars / 2
)
# Calculate parameters for Tie
rounding = (float(dia_of_tie) / 2 + dia_of_rebars / 2) / dia_of_tie
f_cover = offset_of_tie
# Create Tie
ties = makeStirrup(
l_cover_of_tie,
r_cover_of_tie,
t_cover_of_tie,
b_cover_of_tie,
f_cover,
bent_angle,
extension_factor,
dia_of_tie,
rounding,
number_spacing_check,
number_spacing_value,
structure,
facename,
)
# Create SingleTieFourRebars group object
SingleTieFourRebars = _SingleTieFourRebars()
if FreeCAD.GuiUp:
_ViewProviderRebarGroup(SingleTieFourRebars.Object.ViewObject)
# Add created tie and rebars to SingleTieFourRebars group
SingleTieFourRebars.addTies(ties)
SingleTieFourRebars.addMainRebars(main_rebars)
# Set properties values for ties in Ties group object
properties_values = []
properties_values.append(("TiesConfiguration", "SingleTie"))
properties_values.append(("LeftCover", l_cover_of_tie))
properties_values.append(("RightCover", r_cover_of_tie))
properties_values.append(("TopCover", t_cover_of_tie))
properties_values.append(("BottomCover", b_cover_of_tie))
setGroupPropertiesValues(properties_values, SingleTieFourRebars.ties_group)
# Set properties values for rebars in MainRebars group object
properties_values = []
properties_values.append(("RebarType", rebar_type))
properties_values.append(("TopOffset", t_offset_of_rebars))
properties_values.append(("BottomOffset", b_offset_of_rebars))
properties_values.append(("HookOrientation", hook_orientation))
properties_values.append(("HookExtendAlong", hook_extend_along))
if not hook_extension:
hook_extension = "0.00 mm"
properties_values.append(("HookExtension", hook_extension))
setGroupPropertiesValues(
properties_values, SingleTieFourRebars.main_rebars_group
)
FreeCAD.ActiveDocument.recompute()
return SingleTieFourRebars
def makeTwoTiesSixRebars(
l_cover_of_ties,
r_cover_of_ties,
t_cover_of_ties,
b_cover_of_ties,
offset_of_ties,
bent_angle_of_ties,
extension_factor_of_ties,
dia_of_ties,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
main_rebars_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
ties_sequence=("Tie1", "Tie2"),
structure=None,
facename=None,
):
"""makeTwoTiesSixRebars(LeftCoverOfTies, RightCoverOfTies, TopCoverOfTies,
BottomCoverOfTies, OffsetofTies, BentAngleOfTies, ExtensionFactorOfTies,
DiameterOfTies, NumberSpacingCheck, NumberSpacingValue,
DiameterOfMainRebars, TopOffsetOfMainRebars, BottomOffsetOfRebars,
MainRebarsType, LShapeHookOrientation, HookExtendAlong, LShapeRebarRounding,
LShapeHookLength, TiesSequence, Structure, Facename):
"""
if not structure and not facename:
if FreeCAD.GuiUp:
selected_obj = FreeCADGui.Selection.getSelectionEx()[0]
structure = selected_obj.Object
facename = selected_obj.SubElementNames[0]
else:
showWarning("Error: Pass structure and facename arguments")
return
FacePRM = getParametersOfFace(structure, facename)
face_length = FacePRM[0][0]
# Calculate parameters for tie1 and tie2
if ties_sequence[0] == "Tie2" and ties_sequence[1] == "Tie1":
start_offset_of_tie1 = offset_of_ties + dia_of_ties + dia_of_ties / 2
start_offset_of_tie2 = offset_of_ties
end_offset_of_tie1 = start_offset_of_tie2
end_offset_of_tie2 = start_offset_of_tie1
else:
start_offset_of_tie1 = offset_of_ties
start_offset_of_tie2 = offset_of_ties + 2 * dia_of_ties
end_offset_of_tie1 = start_offset_of_tie2
end_offset_of_tie2 = start_offset_of_tie1
l_cover_of_tie1 = l_cover_of_ties
r_cover_of_tie1 = face_length / 2 - dia_of_main_rebars / 2 - dia_of_ties
l_cover_of_tie2 = r_cover_of_tie1
r_cover_of_tie2 = r_cover_of_ties
# Create SingleTieFourRebars
SingleTieFourRebarsObject = makeSingleTieFourRebars(
l_cover_of_tie1,
r_cover_of_tie1,
t_cover_of_ties,
b_cover_of_ties,
start_offset_of_tie1,
bent_angle_of_ties,
extension_factor_of_ties,
dia_of_ties,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
main_rebars_type,
hook_orientation,
hook_extend_along,
l_rebar_rounding,
hook_extension,
structure,
facename,
)
SingleTieFourRebarsObject.rebar_group.RebarGroups[0].Ties[0].OffsetEnd = (
end_offset_of_tie1 + dia_of_ties / 2)
# Create tie2
rounding = (float(dia_of_ties) / 2 + dia_of_main_rebars / 2) / dia_of_ties
tie2 = makeStirrup(
l_cover_of_tie2,
r_cover_of_tie2,
t_cover_of_ties,
b_cover_of_ties,
start_offset_of_tie2,
bent_angle_of_ties,
extension_factor_of_ties,
dia_of_ties,
rounding,
number_spacing_check,
number_spacing_value,
structure,
facename,
)
tie2.OffsetEnd = end_offset_of_tie2 + dia_of_ties / 2
main_rebars = makeMainRebars(
l_cover_of_ties,
r_cover_of_ties,
t_cover_of_ties,
b_cover_of_ties,
dia_of_ties,
dia_of_main_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
main_rebars_type,
hook_orientation,
hook_extend_along,
hook_extension,
l_rebar_rounding,
structure,
facename,
)
SingleTieFourRebarsObject.ties_group.TiesConfiguration = "TwoTiesSixRebars"
SingleTieFourRebarsObject.addTies(tie2)
SingleTieFourRebarsObject.addMainRebars(main_rebars)
SingleTieFourRebarsObject.ties_group.LeftCover = l_cover_of_ties
SingleTieFourRebarsObject.ties_group.RightCover = r_cover_of_ties
SingleTieFourRebarsObject.ties_group.TopCover = t_cover_of_ties
SingleTieFourRebarsObject.ties_group.BottomCover = b_cover_of_ties
TwoTiesSixRebars = _TwoTiesSixRebars(SingleTieFourRebarsObject)
TwoTiesSixRebars.ties_group.TiesSequence = ties_sequence
FreeCAD.ActiveDocument.recompute()
return TwoTiesSixRebars.Object
def editTwoTiesSixRebars(
rebar_group,
l_cover_of_ties,
r_cover_of_ties,
t_cover_of_ties,
b_cover_of_ties,
offset_of_ties,
bent_angle_of_ties,
extension_factor_of_ties,
dia_of_ties,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
main_rebars_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
ties_sequence=("Tie1", "Tie2"),
structure=None,
facename=None,
):
"""editTwoTiesSixRebars(RebarGroup, LeftCoverOfTies, RightCoverOfTies,
TopCoverOfTies, BottomCoverOfTies, OffsetofTies, BentAngleOfTies,
ExtensionFactorOfTies, DiameterOfTies, NumberSpacingCheck,
NumberSpacingValue, DiameterOfMainRebars, TopOffsetOfMainRebars,
BottomOffsetOfRebars, MainRebarsType, LShapeHookOrientation,
HookExtendAlong, LShapeRebarRounding, LShapeHookLength, TiesSequence,
Structure, Facename):
"""
if len(rebar_group.RebarGroups) == 0:
return rebar_group
for i, tmp_rebar_group in enumerate(rebar_group.RebarGroups):
if hasattr(tmp_rebar_group, "Ties"):
if len(tmp_rebar_group.Ties) > 0:
Tie = tmp_rebar_group.Ties[0]
break
else:
showWarning("You have deleted ties. Please recreate the"
"ColumnReinforcement.")
return rebar_group
elif i == len(rebar_group.RebarGroups) - 1:
showWarning("You have deleted ties group. Please recreate the"
"ColumnReinforcement.")
return rebar_group
if not structure and not facename:
structure = Tie.Base.Support[0][0]
facename = Tie.Base.Support[0][1][0]
FacePRM = getParametersOfFace(structure, facename)
face_length = FacePRM[0][0]
# Calculate parameters for tie1 and tie2
if ties_sequence[0] == "Tie2" and ties_sequence[1] == "Tie1":
start_offset_of_tie1 = offset_of_ties + dia_of_ties + dia_of_ties / 2
start_offset_of_tie2 = offset_of_ties
end_offset_of_tie1 = start_offset_of_tie2
end_offset_of_tie2 = start_offset_of_tie1
else:
start_offset_of_tie1 = offset_of_ties
start_offset_of_tie2 = offset_of_ties + 2 * dia_of_ties
end_offset_of_tie1 = start_offset_of_tie2
end_offset_of_tie2 = start_offset_of_tie1
l_cover_of_tie1 = l_cover_of_ties
r_cover_of_tie1 = face_length / 2 - dia_of_main_rebars / 2 - dia_of_ties
l_cover_of_tie2 = r_cover_of_tie1
r_cover_of_tie2 = r_cover_of_ties
# Edit tie2
tie2 = rebar_group.RebarGroups[0].Ties[1]
rounding = (float(dia_of_ties) / 2 + dia_of_main_rebars / 2) / dia_of_ties
tie2 = editStirrup(
tie2,
l_cover_of_tie2,
r_cover_of_tie2,
t_cover_of_ties,
b_cover_of_ties,
start_offset_of_tie2,
bent_angle_of_ties,
extension_factor_of_ties,
dia_of_ties,
rounding,
number_spacing_check,
number_spacing_value,
structure,
facename,
)
tie2.OffsetEnd = end_offset_of_tie2 + dia_of_ties / 2
main_rebar_group = rebar_group.RebarGroups[1]
main_rebars = editMainRebars(
main_rebar_group,
l_cover_of_ties,
r_cover_of_ties,
t_cover_of_ties,
b_cover_of_ties,
dia_of_ties,
dia_of_main_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
main_rebars_type,
hook_orientation,
hook_extend_along,
hook_extension,
l_rebar_rounding,
structure,
facename,
)
# Edit SingleTieFourRebars
rebar_group = editSingleTieFourRebars(
rebar_group,
l_cover_of_tie1,
r_cover_of_tie1,
t_cover_of_ties,
b_cover_of_ties,
start_offset_of_tie1,
bent_angle_of_ties,
extension_factor_of_ties,
dia_of_ties,
number_spacing_check,
number_spacing_value,
dia_of_main_rebars,
t_offset_of_rebars,
b_offset_of_rebars,
main_rebars_type,
hook_orientation,
hook_extend_along,
l_rebar_rounding,
hook_extension,
structure,
facename,
)
rebar_group.RebarGroups[0].Ties[0].OffsetEnd = (end_offset_of_tie1 +
dia_of_ties / 2)
if main_rebars:
main_rebar_group.addObjects(main_rebars)
prev_main_rebars = main_rebar_group.MainRebars
prev_main_rebars.extend(main_rebars)
main_rebar_group.MainRebars = prev_main_rebars
rebar_group.RebarGroups[0].LeftCover = l_cover_of_ties
rebar_group.RebarGroups[0].RightCover = r_cover_of_ties
rebar_group.RebarGroups[0].TopCover = t_cover_of_ties
rebar_group.RebarGroups[0].BottomCover = b_cover_of_ties
rebar_group.RebarGroups[0].TiesSequence = ties_sequence
FreeCAD.ActiveDocument.recompute()
return rebar_group
def makeFootingReinforcement(
parallel_rebar_type: str,
parallel_front_cover: float,
parallel_rear_cover: float,
parallel_left_cover: float,
parallel_right_cover: float,
parallel_top_cover: float,
parallel_bottom_cover: float,
parallel_diameter: float,
parallel_amount_spacing_check: bool,
parallel_amount_spacing_value: Union[float, int],
cross_rebar_type: str,
cross_front_cover: float,
cross_rear_cover: float,
cross_left_cover: float,
cross_right_cover: float,
cross_top_cover: float,
cross_bottom_cover: float,
cross_diameter: float,
cross_amount_spacing_check: bool,
column_front_spacing: float,
column_left_spacing: float,
column_right_spacing: float,
column_rear_spacing: float,
tie_top_cover: float,
tie_bottom_cover: float,
tie_bent_angle: int,
tie_extension_factor: int,
tie_diameter: float,
tie_number_spacing_check: bool,
tie_number_spacing_value: Union[float, int],
column_main_rebar_diameter: float,
column_main_rebars_t_offset: float,
cross_amount_spacing_value: Union[float, int],
column_width: float,
column_length: float,
xdir_column_amount_spacing_check: bool = True,
xdir_column_amount_spacing_value: Union[float, int] = 1,
ydir_column_amount_spacing_check: bool = True,
ydir_column_amount_spacing_value: Union[float, int] = 1,
parallel_rounding: Optional[int] = 2,
parallel_l_shape_hook_orintation: Optional[str] = "Alternate",
cross_rounding: Optional[int] = 2,
cross_l_shape_hook_orintation: Optional[str] = "Alternate",
column_main_rebars_type: Optional[str] = "StraightRebar",
column_main_hook_orientation: Optional[str] = "Bottom Outside",
column_main_hook_extend_along: Optional[str] = "x-axis",
column_l_main_rebar_rounding: Optional[int] = 2,
column_main_hook_extension: Optional[float] = 40,
column_sec_rebar_check: Optional[bool] = False,
column_sec_rebars_t_offset: Optional[Tuple[float, float]] = (400, 400),
column_sec_rebars_number_diameter: Optional[Tuple[float, float]] = (
"1#8mm+1#8mm+1#8mm",
"1#8mm+1#8mm+1#8mm",
),
column_sec_rebars_type: Optional[Tuple[str, str]] = (
"StraightRebar",
"StraightRebar",
),
column_sec_hook_orientation: Optional[Tuple[str, str]] = (
"Top Inside",
"Top Inside",
),
column_l_sec_rebar_rounding: Optional[Tuple[int, int]] = (2, 2),
column_sec_hook_extension: Optional[Tuple[float, float]] = (40, 40),
mesh_cover_along: str = "Bottom",
structure: Optional[Tuple] = None,
facename: Optional[str] = None,
):
"""Generate Footing Reinforcement
Parameters
----------
parallel_rebar_type: str
Type of rebar for parallel rebars for Footing reinforcement.
It can have four values 'StraightRebar','LShapeRebar', 'UShapeRebar'.
parallel_front_cover: float
The distance between parallel rebar and selected face.
parallel_rear_cover: float
Rear cover for footing reinforcement of parallel rebars.
parallel_left_cover: float
The distance between the left end of the parallel rebar to the left face of
the structure.
parallel_right_cover: float
The distance between the right end of the parallel rebar to right face of
the structure.
parallel_top_cover: float
The distance between parallel rebars from the top face of the structure.
parallel_bottom_cover: float
The distance between parallel rebars from the bottom face of the structure.
parallel_diameter: float
Diameter of parallel rebars.
parallel_amount_spacing_check: bool
If is set to True, then value of parallel_amount_spacing_value is used as
rebars count else parallel_amount_spacing_value's value is used as spacing
in parallel rebars.
parallel_amount_spacing_value: float or int
It contains count of rebars or spacing between parallel rebars based on
value of amount_spacing_check.
cross_rebar_type: str
Type of rebar for cross rebars for slab reinforcement.
It can have four values 'StraightRebar','LShapeRebar', 'UShapeRebar'.
cross_front_cover: float
The distance between cross rebar and cross_face (face perpendicular to selected face).
cross_rear_cover: float
Rear cover for footing reinforcement of cross rebars.
cross_left_cover: float
The distance between the left end of the cross rebar to the left face of
the structure.
cross_right_cover: float
The distance between the right end of the rebar to right face of
the structure relative to cross_face.
cross_top_cover: float
The distance between cross rebar from the top face of the structure.
cross_bottom_cover: float
The distance between cross rebar from the bottom face of the structure.
cross_diameter: float
Diameter of cross rebars.
cross_amount_spacing_check: bool
If is set to True, then value of cross_amount_spacing_value is used as
rebars count else cross_amount_spacing_value's value is used as spacing
in rebars.
cross_amount_spacing_value: float or int
It contains count of rebars or spacing between rebars based on
value of cross_amount_spacing_check.
cross_rounding: int
A rounding value to be applied to the corners of the bars, expressed
in times the cross_diameter.
cross_l_shape_hook_orintation: str
It represents orintation of hook of cross L-Shape rebar if cross_rebar_type
is LShapeRebar.
It can have tree values "Left", "Right", "Alternate"
parallel_rounding: int
A rounding value to be applied to the corners of the bars, expressed
in times the parallel_diameter.
parallel_l_shape_hook_orintation: str
It represents orintation of hook of parallel L-Shape rebar if parallel_rebar_type
is LShapeRebar.
It can have tree values "Left", "Right", "Alternate".
column_front_spacing: float
Distance between selected face and front columns.
column_left_spacing: float,
Distance between left face and left columns.
column_right_spacing: float
Distance between right face and right columns.
column_rear_spacing: float
Distance between rear face and rear columns.
tie_top_cover: float
Top cover for ties outside footing.
tie_bottom_cover: float
Bottom cover of ties from Bottom footing rebars mesh.
tie_bent_angle: int
Bent angle for ties.
tie_extension_factor: int
Extension factor for ties extended edge.
tie_diameter: float
Diameter of ties.
tie_number_spacing_check: bool
If is set to True, then value of tie_number_spacing_value is used as
rebars count else tie_number_spacing_value's value is used as spacing
in ties.
tie_number_spacing_value: float
It contains count of rebars or spacing between ties based on
value of tie_number_spacing_check.
column_main_rebar_diameter: float
Diameter of main rebars in columns.
column_main_rebars_t_offset: float
Top offset of main rebars in column outside footing.
column_width: float
Width of columns.
column_length: float
Length of columns.
xdir_column_amount_spacing_check: bool
If is set to True, then value of xdir_column_amount_spacing_value is used as
column count else xdir_column_amount_spacing_value's value is used as spacing
between columns in x direction.
xdir_column_amount_spacing_value: int
It contains count of columns or spacing between columns in x direction based on
value of xdir_column_amount_spacing_check.
ydir_column_amount_spacing_check: bool
If is set to True, then value of ydir_column_amount_spacing_value is used as
columns count else ydir_column_amount_spacing_value's value is used as spacing
between columns in y direction.
ydir_column_amount_spacing_value: int
It contains count of columns or spacing between between columns in y direction based on
value of ydir_column_amount_spacing_check.
column_main_rebars_type: Optional[str] ,
Rebar type for main rebars of column. It takes two different inputs for 'StraightRebar',
'LShapeRebar'. Default is StraightRebar.
column_main_hook_orientation: Optional[str],
Hook orientation of main rebars in columns if column_main_rebars_type is LShapeRebar.
It takes eight different orientations input for L-shaped hooks i.e.
'Top Inside', 'Top Outside', 'Bottom Inside', 'Bottom Outside', 'Top Left',
'Top Right', 'Bottom Left', 'Bottom Right'.
column_main_hook_extend_along: Optional[str],
Direction of main rebar (LShapeRebar) hook. it has two option "x-axis" and "y-axis".
column_l_main_rebar_rounding: Optional[int],
A rounding value to be applied to the corners of the bars, expressed
in times the column_main_rebar_diameter.
column_main_hook_extension: Optional[float],
It specifies length of hook of main rebar (LShapeRebar).
column_sec_rebar_check: Optional[bool]
If True add secondary x and y direction rebars in columns.
column_sec_rebars_t_offset: Optional[Tuple[ float,float]],
Top offset for secounday rebars of column.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>)
column_sec_rebars_number_diameter: Optional[Tuple[ float,float]],
Diameter of secondary rebars of columns.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>)
column_sec_rebars_type: Optional[Tuple[ str,str]],
Rebar type of secondary rebars of columns.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>)
column_sec_hook_orientation: Optional[Tuple[ str,str]],
Hook Orientation of secondary rebars of columns.
In column_sec_hook_orientation(<xdir_rebars_orientation>, <ydir_rebars_orientation>).
Value of xdir_rebars_orientation can be: 'Top Inside', 'Top Outside',
'Bottom Inside', 'Bottom Outside', 'Top Upward', 'Top Downward', 'Bottom
Upward', 'Bottom Downward'.
Value of ydir_rebars_orientation can be: 'Top Inside', 'Top Outside',
'Bottom Inside', 'Bottom Outside', 'Top Left', 'Top Right', 'Bottom
Left', 'Bottom Right'.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>)
column_l_sec_rebar_rounding: Optional[Tuple[ int,int]],
A rounding value to be applied to the corners of the bars, expressed
in times the column_sec_rebars_number_diameter.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>)
column_sec_hook_extension: Optional[Tuple[ float,float]],
Hook length of secondary rebars (LShapeRebar) of columns.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>)
mesh_cover_along: str
It can have two values "Top", "Bottom" and "Both". It represent alignment of
rebar mesh along top or bottom face of structure.
If "Both" is used as input then footing mesh will be added to top and bottom of footing.
structure: Arch structure object
Arch structure object.
Default is None
facename: str
selected face of structure.
Default is None
Note: Type of
column_sec_rebars_t_offset
column_sec_rebars_number_diameter
column_sec_rebars_type
column_sec_hook_orientation
column_l_sec_rebar_rounding
column_sec_hook_extension arguments is a tuple.
Syntax: (<value_for_sec_xdir_rebars>, <value_for_sec_ydir_rebars>).
"""
if not structure and not facename:
if FreeCAD.GuiUp:
selected_obj = FreeCADGui.Selection.getSelectionEx()[0]
structure = selected_obj.Object
facename = selected_obj.SubElementNames[0]
else:
showWarning("Error: Pass structure and facename arguments")
return None
footingReinforcementGroup = FootingReinforcementGroup().Object
if FreeCAD.GuiUp:
_FootingReinforcementViewProviderGroup(
footingReinforcementGroup.ViewObject)
footingReinforcementGroup.IsMakeOrEditRequired = False
footingReinforcementGroup.MeshCoverAlong = mesh_cover_along
footingReinforcementGroup.Facename = facename
footingReinforcementGroup.Structure = structure
footingReinforcementGroup.ParallelRebarType = parallel_rebar_type
footingReinforcementGroup.ParallelFrontCover = parallel_front_cover
footingReinforcementGroup.ParallelRearCover = parallel_rear_cover
footingReinforcementGroup.ParallelLeftCover = parallel_left_cover
footingReinforcementGroup.ParallelRightCover = parallel_right_cover
footingReinforcementGroup.ParallelTopCover = parallel_top_cover
footingReinforcementGroup.ParallelBottomCover = parallel_bottom_cover
footingReinforcementGroup.ParallelDiameter = parallel_diameter
footingReinforcementGroup.ParallelAmountSpacingCheck = (
parallel_amount_spacing_check)
if parallel_amount_spacing_check:
footingReinforcementGroup.ParallelAmountValue = (
parallel_amount_spacing_value)
else:
footingReinforcementGroup.ParallelSpacingValue = (
parallel_amount_spacing_value)
if parallel_rounding:
footingReinforcementGroup.ParallelRounding = parallel_rounding
if parallel_l_shape_hook_orintation:
footingReinforcementGroup.ParallelLShapeHookOrintation = (
parallel_l_shape_hook_orintation)
footingReinforcementGroup.CrossRebarType = cross_rebar_type
footingReinforcementGroup.CrossFrontCover = cross_front_cover
footingReinforcementGroup.CrossRearCover = cross_rear_cover
footingReinforcementGroup.CrossLeftCover = cross_left_cover
footingReinforcementGroup.CrossRightCover = cross_right_cover
footingReinforcementGroup.CrossTopCover = cross_top_cover
footingReinforcementGroup.CrossBottomCover = cross_bottom_cover
footingReinforcementGroup.CrossDiameter = cross_diameter
footingReinforcementGroup.CrossAmountSpacingCheck = (
cross_amount_spacing_check)
if cross_amount_spacing_check:
footingReinforcementGroup.CrossAmountValue = cross_amount_spacing_value
else:
footingReinforcementGroup.CrossSpacingValue = cross_amount_spacing_value
if cross_rounding:
footingReinforcementGroup.CrossRounding = cross_rounding
if cross_l_shape_hook_orintation:
footingReinforcementGroup.CrossLShapeHookOrintation = (
cross_l_shape_hook_orintation)
footingReinforcementGroup.ColumnFrontSpacing = column_front_spacing
footingReinforcementGroup.ColumnLeftSpacing = column_left_spacing
footingReinforcementGroup.ColumnRightSpacing = column_right_spacing
footingReinforcementGroup.ColumnRearSpacing = column_rear_spacing
footingReinforcementGroup.TieTopCover = tie_top_cover
footingReinforcementGroup.TieBottomCover = tie_bottom_cover
footingReinforcementGroup.TieBentAngle = tie_bent_angle
footingReinforcementGroup.TieExtensionFactor = tie_extension_factor
footingReinforcementGroup.TieDiameter = tie_diameter
footingReinforcementGroup.TieNumberSpacingCheck = tie_number_spacing_check
if tie_number_spacing_check:
footingReinforcementGroup.TieAmountValue = tie_number_spacing_value
else:
footingReinforcementGroup.TieSpacingValue = tie_number_spacing_value
footingReinforcementGroup.ColumnMainRebarsDiameter = (
column_main_rebar_diameter)
footingReinforcementGroup.ColumnMainRebarsTopOffset = (
column_main_rebars_t_offset)
footingReinforcementGroup.ColumnWidth = column_width
footingReinforcementGroup.ColumnLength = column_length
footingReinforcementGroup.XDirColumnNumberSpacingCheck = (
xdir_column_amount_spacing_check)
if xdir_column_amount_spacing_check:
footingReinforcementGroup.XDirColumnAmountValue = (
xdir_column_amount_spacing_value)
else:
footingReinforcementGroup.XDirColumnSpacingValue = (
xdir_column_amount_spacing_value)
footingReinforcementGroup.YDirColumnNumberSpacingCheck = (
ydir_column_amount_spacing_check)
if ydir_column_amount_spacing_check:
footingReinforcementGroup.YDirColumnAmountValue = (
ydir_column_amount_spacing_value)
else:
footingReinforcementGroup.YDirColumnSpacingValue = (
ydir_column_amount_spacing_value)
if column_main_rebars_type:
footingReinforcementGroup.ColumnMainRebarType = column_main_rebars_type
if column_main_hook_orientation:
footingReinforcementGroup.ColumnMainHookOrientation = (
column_main_hook_orientation)
if column_main_hook_extend_along:
footingReinforcementGroup.ColumnMainHookExtendAlong = (
column_main_hook_extend_along)
if column_l_main_rebar_rounding:
footingReinforcementGroup.ColumnMainLRebarRounding = (
column_l_main_rebar_rounding)
if column_main_hook_extension:
footingReinforcementGroup.ColumnMainHookExtension = (
column_main_hook_extension)
if column_sec_rebar_check:
footingReinforcementGroup.ColumnSecRebarsCheck = column_sec_rebar_check
if column_sec_rebars_t_offset:
footingReinforcementGroup.ColumnSecRebarsTopOffset = (
column_sec_rebars_t_offset)
if column_sec_rebars_number_diameter:
footingReinforcementGroup.ColumnSecRebarsNumberDiameter = (
column_sec_rebars_number_diameter)
if column_sec_rebars_type:
footingReinforcementGroup.ColumnSecRebarsType = column_sec_rebars_type
if column_sec_hook_orientation:
footingReinforcementGroup.ColumnSecHookOrientation = (
column_sec_hook_orientation)
if column_l_sec_rebar_rounding:
footingReinforcementGroup.ColumnSecLRebarRounding = (
column_l_sec_rebar_rounding)
footingReinforcementGroup.IsMakeOrEditRequired = True
if column_sec_hook_extension:
footingReinforcementGroup.ColumnSecHookExtension = (
column_sec_hook_extension)
FreeCAD.ActiveDocument.recompute()
return footingReinforcementGroup
def makeSlabReinforcement(
parallel_rebar_type: str,
parallel_front_cover: float,
parallel_rear_cover: float,
parallel_left_cover: float,
parallel_right_cover: float,
parallel_top_cover: float,
parallel_bottom_cover: float,
parallel_diameter: float,
parallel_amount_spacing_check: bool,
parallel_amount_spacing_value: Union[float, int],
cross_rebar_type: str,
cross_front_cover: float,
cross_rear_cover: float,
cross_left_cover: float,
cross_right_cover: float,
cross_top_cover: float,
cross_bottom_cover: float,
cross_diameter: float,
cross_amount_spacing_check: bool,
cross_amount_spacing_value: Union[float, int],
cross_rounding: Optional[int] = 2,
cross_bent_bar_length: Optional[int] = 50,
cross_bent_bar_angle: Optional[int] = 135,
cross_l_shape_hook_orintation: Optional[str] = "Alternate",
cross_distribution_rebars_check: Optional[bool] = False,
cross_distribution_rebars_diameter: Optional[float] = 8,
cross_distribution_rebars_amount_spacing_check: Optional[bool] = True,
cross_distribution_rebars_amount_spacing_value: Optional[int] = 2,
parallel_rounding: Optional[int] = 2,
parallel_bent_bar_length: Optional[int] = 50,
parallel_bent_bar_angle: Optional[int] = 135,
parallel_l_shape_hook_orintation: Optional[str] = "Alternate",
parallel_distribution_rebars_check: Optional[bool] = False,
parallel_distribution_rebars_diameter: Optional[float] = 8,
parallel_distribution_rebars_amount_spacing_check: Optional[bool] = True,
parallel_distribution_rebars_amount_spacing_value: Optional[int] = 2,
mesh_cover_along: str = "Bottom",
structure: Optional[Tuple] = None,
facename: Optional[str] = None,
):
"""Generate Slab Reinforcement
Parameters
----------
parallel_rebar_type: str
Type of rebar for parallel rebars for slab reinforcement.
It can have four values 'StraightRebar','LShapeRebar', 'UShapeRebar',
'BentShapeRebar'.
parallel_front_cover: float
The distance between parallel rebar and selected face.
parallel_rear_cover: float
Rear cover for slab reinforcement of parallel rebars.
parallel_left_cover: float
The distance between the left end of the parallel rebar to the left face of
the structure.
parallel_right_cover: float
The distance between the right end of the parallel rebar to right face of
the structure.
parallel_top_cover: float
The distance between parallel rebars from the top face of the structure.
parallel_bottom_cover: float
The distance between parallel rebars from the bottom face of the structure.
parallel_diameter: float
Diameter of parallel rebars.
parallel_amount_spacing_check: bool
If is set to True, then value of parallel_amount_spacing_value is used as
rebars count else parallel_amount_spacing_value's value is used as spacing
in parallel rebars.
parallel_amount_spacing_value: float or int
It contains count of rebars or spacing between parallel rebars based on
value of amount_spacing_check.
cross_rebar_type: str
Type of rebar for cross rebars for slab reinforcement.
It can have four values 'StraightRebar','LShapeRebar', 'UShapeRebar',
'BentShapeRebar'.
cross_front_cover: float
The distance between cross rebar and cross_face (face perpendicular to selected face).
cross_rear_cover: float
Rear cover for slab reinforcement of cross rebars.
cross_left_cover: float
The distance between the left end of the cross rebar to the left face of
the structure.
cross_right_cover: float
The distance between the right end of the rebar to right face of
the structure relative to cross_face.
cross_top_cover: float
The distance between cross rebar from the top face of the structure.
cross_bottom_cover: float
The distance between cross rebar from the bottom face of the structure.
cross_diameter: float
Diameter of cross rebars.
cross_amount_spacing_check: bool
If is set to True, then value of cross_amount_spacing_value is used as
rebars count else cross_amount_spacing_value's value is used as spacing
in rebars.
cross_amount_spacing_value: float or int
It contains count of rebars or spacing between rebars based on
value of cross_amount_spacing_check.
cross_rounding: int
A rounding value to be applied to the corners of the bars, expressed
in times the cross_diameter.
cross_bent_bar_length: float
It represents arm's length of bent shape cross rebar when cross_rebar_type is
BentShapeRebar
cross_bent_bar_angle: int
It represents angle for bent shape cross rebar when cross_rebar_type is
BentShapeRebar
cross_l_shape_hook_orintation: str
It represents orintation of hook of cross L-Shape rebar if cross_rebar_type
is LShapeRebar.
It can have tree values "Left", "Right", "Alternate"
cross_distribution_rebars_check: bool
If True add distribution rebars for cross bent shape rebars.
Default is False.
cross_distribution_rebars_diameter: float
Diameter for distribution rebars for cross bent shape rebars.
cross_distribution_rebars_amount_spacing_check: bool
If is set to True, then value of cross_distribution_rebars_amount_spacing_value
is used as rebars count else cross_distribution_rebars_amount_spacing_value's
value is used as spacing in cross_distribution_rebars.
Default is True.
cross_distribution_rebars_amount_spacing_value: int or float
It contains count or spacing between distribution rebars for one side of cross
bent shape rebars based on value of cross_distribution_rebars_check.
Default is 2.
parallel_rounding: int
A rounding value to be applied to the corners of the bars, expressed
in times the parallel_diameter.
parallel_bent_bar_length: float
It represents arm's length of bent shape parallel rebar when parallel_rebar_type is
BentShapeRebar
parallel_bent_bar_angle: int
It represents angle for bent shape parallel rebar when parallel_rebar_type is
BentShapeRebar
parallel_l_shape_hook_orintation: str
It represents orintation of hook of parallel L-Shape rebar if parallel_rebar_type
is LShapeRebar.
It can have tree values "Left", "Right", "Alternate"
parallel_distribution_rebars_check: bool
If True add distribution rebars for parallel bent shape rebars.
Default is False.
parallel_distribution_rebars_diameter: float
Diameter of distribution rebars for parallel bent shape rebars.
parallel_distribution_rebars_amount_spacing_check: bool
If is set to True, then value of parallel_distribution_rebars_amount_spacing_value
is used as rebars count else parallel_distribution_rebars_amount_spacing_value's
value is used as spacing in parallel_distribution_rebars.
Default is True.
parallel_distribution_rebars_amount_spacing_value: int or float
It contains count or spacing between distribution rebars for one side of parallel
bent shape rebars based on value of parallel_distribution_rebars_check.
Default is 2.
mesh_cover_along: str
It can have two values "Top" and "Bottom". It represent alignment of
rebar mesh along top or bottom face of structure.
structure: Arch structure object
Arch structure object.
Default is None
facename: str
selected face of structure.
Default is None
"""
# create instance of SlabReinforcementGroup
if not structure and not facename:
if FreeCAD.GuiUp:
selected_obj = FreeCADGui.Selection.getSelectionEx()[0]
structure = selected_obj.Object
facename = selected_obj.SubElementNames[0]
else:
showWarning("Error: Pass structure and facename arguments")
return None
slabReinforcementGroup = SlabReinforcementGroup().Object
if FreeCAD.GuiUp:
_SlabReinforcementViewProviderGroup(slabReinforcementGroup.ViewObject)
slabReinforcementGroup.MeshCoverAlong = mesh_cover_along
slabReinforcementGroup.Structure = structure
slabReinforcementGroup.Facename = facename
slabReinforcementGroup.ParallelRebarType = parallel_rebar_type
slabReinforcementGroup.ParallelFrontCover = parallel_front_cover
slabReinforcementGroup.ParallelRearCover = parallel_rear_cover
slabReinforcementGroup.ParallelLeftCover = parallel_left_cover
slabReinforcementGroup.ParallelRightCover = parallel_right_cover
slabReinforcementGroup.ParallelTopCover = parallel_top_cover
slabReinforcementGroup.ParallelBottomCover = parallel_bottom_cover
slabReinforcementGroup.ParallelDiameter = parallel_diameter
slabReinforcementGroup.ParallelAmountSpacingCheck = (
parallel_amount_spacing_check)
if parallel_amount_spacing_check:
slabReinforcementGroup.ParallelAmountValue = (
parallel_amount_spacing_value)
else:
slabReinforcementGroup.ParallelSpacingValue = (
parallel_amount_spacing_value)
if parallel_rounding:
slabReinforcementGroup.ParallelRounding = parallel_rounding
if parallel_bent_bar_length:
slabReinforcementGroup.ParallelBentBarLength = parallel_bent_bar_length
if parallel_bent_bar_angle:
slabReinforcementGroup.ParallelBentBarAngle = parallel_bent_bar_angle
if parallel_l_shape_hook_orintation:
slabReinforcementGroup.ParallelLShapeHookOrintation = (
parallel_l_shape_hook_orintation)
if parallel_distribution_rebars_check:
slabReinforcementGroup.ParallelDistributionRebarsCheck = (
parallel_distribution_rebars_check)
if parallel_distribution_rebars_diameter:
slabReinforcementGroup.ParallelDistributionRebarsDiameter = (
parallel_distribution_rebars_diameter)
if parallel_distribution_rebars_amount_spacing_check:
slabReinforcementGroup.ParallelDistributionRebarsAmountSpacingCheck = (
parallel_distribution_rebars_amount_spacing_check)
if parallel_distribution_rebars_amount_spacing_check:
if parallel_distribution_rebars_amount_spacing_value:
slabReinforcementGroup.ParallelDistributionRebarsAmount = (
parallel_distribution_rebars_amount_spacing_value)
else:
if parallel_distribution_rebars_amount_spacing_value:
slabReinforcementGroup.ParallelDistributionRebarsSpacing = (
parallel_distribution_rebars_amount_spacing_value)
slabReinforcementGroup.CrossRebarType = cross_rebar_type
slabReinforcementGroup.CrossFrontCover = cross_front_cover
slabReinforcementGroup.CrossLeftCover = cross_left_cover
slabReinforcementGroup.CrossRightCover = cross_right_cover
slabReinforcementGroup.CrossRearCover = cross_rear_cover
slabReinforcementGroup.CrossTopCover = cross_top_cover
slabReinforcementGroup.CrossBottomCover = cross_bottom_cover
slabReinforcementGroup.CrossDiameter = cross_diameter
slabReinforcementGroup.CrossAmountSpacingCheck = cross_amount_spacing_check
if cross_amount_spacing_check:
slabReinforcementGroup.CrossAmountValue = cross_amount_spacing_value
else:
slabReinforcementGroup.CrossSpacingValue = cross_amount_spacing_value
if cross_rounding:
slabReinforcementGroup.CrossRounding = cross_rounding
if cross_bent_bar_length:
slabReinforcementGroup.CrossBentBarLength = cross_bent_bar_length
if cross_bent_bar_angle:
slabReinforcementGroup.CrossBentBarAngle = cross_bent_bar_angle
if cross_l_shape_hook_orintation:
slabReinforcementGroup.CrossLShapeHookOrintation = (
cross_l_shape_hook_orintation)
if cross_distribution_rebars_check:
slabReinforcementGroup.CrossDistributionRebarsCheck = (
cross_distribution_rebars_check)
if cross_distribution_rebars_diameter:
slabReinforcementGroup.CrossDistributionRebarsDiameter = (
cross_distribution_rebars_diameter)
if cross_distribution_rebars_amount_spacing_check:
slabReinforcementGroup.CrossDistributionRebarsAmountSpacingCheck = (
cross_distribution_rebars_amount_spacing_check)
slabReinforcementGroup.IsMakeOrEditRequired = True
if cross_distribution_rebars_amount_spacing_check:
if cross_distribution_rebars_amount_spacing_value:
slabReinforcementGroup.CrossDistributionRebarsAmount = (
cross_distribution_rebars_amount_spacing_value)
else:
if cross_distribution_rebars_amount_spacing_value:
slabReinforcementGroup.CrossDistributionRebarsSpacing = (
cross_distribution_rebars_amount_spacing_value)
FreeCAD.ActiveDocument.recompute()
return slabReinforcementGroup
