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 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