|
Menu location |
---|
None |
Workbenches |
Reinforcement |
Default shortcut |
None |
Introduced in version |
0.19 |
See also |
None |
The Reinforcement BillOfMaterial tool allows the user to create a bill of material of reinforcing bars.
This tool is part of the Reinforcement Workbench, an external workbench that can be installed with the Addon Manager.
Bill Of Material of reinforcing bars
1. Select Arch Rebar and Rebar2 objects you want to include in the Bill Of Material. Or select
Arch Structure objects to include
Arch Rebar objects hosted by those into Bill Of Material. If nothing is selected, then Bill Of Material will be generated for all
Arch Rebar and Rebar2 objects present in the model.
2. Then select Rebar Bill Of Material from the rebar tools.
3. A dialog box will pop-out on the screen as shown below.
4. Modify data to suit your requirements.
5. To edit Rebar Bill Of Material SVG configurations, click on Edit SVG Configurations. A dialog box will pop-out as shown below.
6. Modify Rebar Bill Of Material SVG configurations and then click on OK to apply changes.
7. Click OK or Apply to generate Bill Of Material for rebars.
8. Click Cancel to exit the dialog box.
General:
SVG:
See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.
The Reinforcement BillOfMaterial tool can be used in macros and from the Python console by using the following function:
bom_spreadsheet = makeBillOfMaterial(
column_headers=None,
column_units=None,
dia_weight_map=None,
rebar_length_type=None,
rebar_objects=None,
obj_name="RebarBillOfMaterial",
)
RebarBillOfMaterial
spreadsheet object for given rebar_objects
.
rebar_objects
list is empty, then RebarBillOfMaterial
spreadsheet will be created for all rebars in a model.column_headers
is a dictionary with keys: "Host", "Mark", "RebarsCount", "Diameter", "RebarLength", "RebarsTotalLength" and values are tuple of column_header and their sequence number.Example: { "Host": ("Member", 1), "Mark": ("Mark", 2), "RebarsCount": ("No. of Rebars", 3), "Diameter": ("Diameter in mm", 4), "RebarLength": ("Length in m/piece", 5), "RebarsTotalLength": ("Total Length in m", 6), } set column sequence number to 0 to hide column.
column_units
is a dictionary with keys: "Diameter", "RebarLength", "RebarsTotalLength" and their corresponding units as value.Example: { "Diameter": "mm", "RebarLength": "m", "RebarsTotalLength": "m", }
dia_weight_map
is a dictionary with diameter as key and corresponding weight as value.Syntax: { 6: FreeCAD.Units.Quantity("0.222 kg/m"), 8: FreeCAD.Units.Quantity("0.395 kg/m"), 10: FreeCAD.Units.Quantity("0.617 kg/m"), 12: FreeCAD.Units.Quantity("0.888 kg/m"), ..., }
rebar_length_type
specifies the type of rebar length used for BOM calculations; it can be "RealLength" or "LengthWithSharpEdges".rebar_objects
is a list of ArchRebar and/or rebar2 and/or structures (to select ArchRebar in that structure) objects.import FreeCAD, Draft, Arch
from ColumnReinforcement import TwoTiesSixRebars
from BillOfMaterial import BillOfMaterial_Spreadsheet
# It doesn't work if the structure is not based on a face
# Structure = Arch.makeStructure(length=1000, width=400, height=400)
Rect = Draft.makeRectangle(400, 400)
Structure1 = Arch.makeStructure(Rect, height=1600)
Structure1.ViewObject.Transparency = 80
Structure2 = Arch.makeStructure(Rect, height=1600)
Structure2.ViewObject.Transparency = 80
Structure2.Placement = FreeCAD.Placement(FreeCAD.Vector(1000, 0, 0), FreeCAD.Rotation(FreeCAD.Vector(0, 0, 1), 0))
FreeCAD.ActiveDocument.recompute()
# Create Straight Rebars
RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars(
l_cover_of_ties=40,
r_cover_of_ties=40,
t_cover_of_ties=40,
b_cover_of_ties=40,
offset_of_ties=100,
bent_angle_of_ties=135,
extension_factor_of_ties=2,
dia_of_ties=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
t_offset_of_rebars=40,
b_offset_of_rebars=40,
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=Structure1,
facename="Face6",
)
# Create LShaped Rebars with hook along x-axis
RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars(
l_cover_of_ties=40,
r_cover_of_ties=40,
t_cover_of_ties=40,
b_cover_of_ties=40,
offset_of_ties=100,
bent_angle_of_ties=135,
extension_factor_of_ties=2,
dia_of_ties=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
main_rebars_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="x-axis",
l_rebar_rounding=2,
hook_extension=40,
ties_sequence=("Tie1", "Tie2"),
structure=Structure2,
facename="Face6",
)
COLUMN_UNITS = {
"Diameter": "mm",
"RebarLength": "m",
"RebarsTotalLength": "m",
}
COLUMN_HEADERS = {
"Host": ("Member", 1),
"Mark": ("Mark", 2),
"RebarsCount": ("No. of Rebars", 3),
"Diameter": ("Diameter in " + COLUMN_UNITS["Diameter"], 4),
"RebarLength": ("Length in " + COLUMN_UNITS["RebarLength"] + "/piece", 5),
"RebarsTotalLength": ("Total Length in " + COLUMN_UNITS["RebarsTotalLength"], 6),
}
DIA_WEIGHT_MAP = {
6: FreeCAD.Units.Quantity("0.222 kg/m"),
8: FreeCAD.Units.Quantity("0.395 kg/m"),
10: FreeCAD.Units.Quantity("0.617 kg/m"),
12: FreeCAD.Units.Quantity("0.888 kg/m"),
14: FreeCAD.Units.Quantity("1.206 kg/m"),
16: FreeCAD.Units.Quantity("1.578 kg/m"),
18: FreeCAD.Units.Quantity("2.000 kg/m"),
20: FreeCAD.Units.Quantity("2.466 kg/m"),
22: FreeCAD.Units.Quantity("2.980 kg/m"),
25: FreeCAD.Units.Quantity("3.854 kg/m"),
28: FreeCAD.Units.Quantity("4.830 kg/m"),
32: FreeCAD.Units.Quantity("6.313 kg/m"),
36: FreeCAD.Units.Quantity("7.990 kg/m"),
40: FreeCAD.Units.Quantity("9.864 kg/m"),
45: FreeCAD.Units.Quantity("12.490 kg/m"),
50: FreeCAD.Units.Quantity("15.410 kg/m"),
}
# To create Bill Of Material Spreadsheet for all rebars in a model
BillOfMaterial_Spreadsheet.makeBillOfMaterial(
column_headers=COLUMN_HEADERS,
column_units=COLUMN_UNITS,
dia_weight_map=DIA_WEIGHT_MAP,
rebar_length_type="RealLength",
)
# To create Bill Of Material Spreadsheet for rebars in Structure1
BillOfMaterial_Spreadsheet.makeBillOfMaterial(
column_headers=COLUMN_HEADERS,
column_units=COLUMN_UNITS,
dia_weight_map=DIA_WEIGHT_MAP,
rebar_length_type="LengthWithSharpEdges",
rebar_objects=[Structure1],
)
makeBillOfMaterialSVG(
column_headers: Optional[Dict[str, Tuple[str, int]]] = None,
column_units: Optional[Dict[str, str]] = None,
dia_weight_map: Optional[Dict[float, FreeCAD.Units.Quantity]] = None,
rebar_length_type: Optional[
Literal["RealLength", "LengthWithSharpEdges"]
] = None,
font_family: Optional[str] = None,
font_filename: Optional[str] = None,
font_size: Optional[float] = None,
column_width: Optional[float] = None,
row_height: Optional[float] = None,
bom_left_offset: Optional[float] = None,
bom_top_offset: Optional[float] = None,
bom_min_right_offset: Optional[float] = None,
bom_min_bottom_offset: Optional[float] = None,
bom_table_svg_max_width: Optional[float] = None,
bom_table_svg_max_height: Optional[float] = None,
template_file: Optional[str] = None,
output_file: Optional[str] = None,
rebar_objects: Optional[List] = None,
reinforcement_group_by: Optional[Literal["Mark", "Host"]] = None,
return_svg_only: bool = False,
) -> BOMContent
BOMContent
object for given rebar_objects
.
rebar_objects
list is empty, then BOMContent
object will be created for all rebars in a model.column_headers
is a dictionary with keys: "Host", "Mark", "RebarsCount", "Diameter", "RebarLength", "RebarsTotalLength" and values are tuple of column_header and their sequence number.Example: { "Host": ("Member", 1), "Mark": ("Mark", 2), "RebarsCount": ("No. of Rebars", 3), "Diameter": ("Diameter in mm", 4), "RebarLength": ("Length in m/piece", 5), "RebarsTotalLength": ("Total Length in m", 6), } set column sequence number to 0 to hide column.
column_units
is a dictionary with keys: "Diameter", "RebarLength", "RebarsTotalLength" and their corresponding units as value.Example: { "Diameter": "mm", "RebarLength": "m", "RebarsTotalLength": "m", }
dia_weight_map
is a dictionary with diameter as key and corresponding weight as value.Syntax: { 6: FreeCAD.Units.Quantity("0.222 kg/m"), 8: FreeCAD.Units.Quantity("0.395 kg/m"), 10: FreeCAD.Units.Quantity("0.617 kg/m"), 12: FreeCAD.Units.Quantity("0.888 kg/m"), ..., }
rebar_length_type
specifies the type of rebar length used for the bill of material calculations; it can be "RealLength" or "LengthWithSharpEdges".font_family
specifies the font family of data text.font_filename
specifies font filename or full path of the font file corresponding to font_family. This is required if you are working in pure console mode, without any GUI.font_size
specifies the font size of the data text.column_width
specifies the width of each column in the bill of material table SVG.row_height
specifies the height of each row in the bill of material table SVG.bom_left_offset
specifies the left offset of the bill of material SVG on template_file
.bom_top_offset
specifies the top offset of the bill of material SVG on template_file
.bom_min_right_offset
specifies the minimum right offset of the bill of material SVG on template_file
.bom_min_bottom_offset
specifies the minimum bottom offset of the bill of material SVG on template_file
bom_table_svg_max_width
specifies the maximum width of the bill of material table in SVG.bom_table_svg_max_height
specifies the maximum height of the bill of material table in SVG.template_file
specifies the template file used to place the generated bill of material table on it. It must be a valid TechDraw template file as here.output_file
specifies the output file to write generated bill of material SVG.rebar_objects
is a list of ArchRebar and/or rebar2 and/or structures (to select ArchRebar in that structure) objects.reinforcement_group_by
specifies how reinforcement objects should be grouped; it can be "Mark" or "Host".return_svg_only
specifies if the BOMContent
object is to be created or not. If return_svg_only
is True, then neither BOMContent
object is created nor SVG is written to output_file
. And it returns the SVG element.from pathlib import Path
import FreeCAD, Draft, Arch
from ColumnReinforcement import TwoTiesSixRebars
from BillOfMaterial import BillOfMaterial_SVG
# It doesn't work if the structure is not based on a face
# Structure = Arch.makeStructure(length=1000, width=400, height=400)
Rect = Draft.makeRectangle(400, 400)
Structure1 = Arch.makeStructure(Rect, height=1600)
Structure1.ViewObject.Transparency = 80
Structure2 = Arch.makeStructure(Rect, height=1600)
Structure2.ViewObject.Transparency = 80
Structure2.Placement = FreeCAD.Placement(FreeCAD.Vector(1000, 0, 0), FreeCAD.Rotation(FreeCAD.Vector(0, 0, 1), 0))
FreeCAD.ActiveDocument.recompute()
# Create Straight Rebars
RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars(
l_cover_of_ties=40,
r_cover_of_ties=40,
t_cover_of_ties=40,
b_cover_of_ties=40,
offset_of_ties=100,
bent_angle_of_ties=135,
extension_factor_of_ties=2,
dia_of_ties=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
t_offset_of_rebars=40,
b_offset_of_rebars=40,
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=Structure1,
facename="Face6",
)
# Create LShaped Rebars with hook along x-axis
RebarGroup = TwoTiesSixRebars.makeTwoTiesSixRebars(
l_cover_of_ties=40,
r_cover_of_ties=40,
t_cover_of_ties=40,
b_cover_of_ties=40,
offset_of_ties=100,
bent_angle_of_ties=135,
extension_factor_of_ties=2,
dia_of_ties=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
main_rebars_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="x-axis",
l_rebar_rounding=2,
hook_extension=40,
ties_sequence=("Tie1", "Tie2"),
structure=Structure2,
facename="Face6",
)
COLUMN_UNITS = {
"Diameter": "mm",
"RebarLength": "m",
"RebarsTotalLength": "m",
}
COLUMN_HEADERS = {
"Host": ("Member", 1),
"Mark": ("Mark", 2),
"RebarsCount": ("No. of Rebars", 3),
"Diameter": ("Diameter in " + COLUMN_UNITS["Diameter"], 4),
"RebarLength": ("Length in " + COLUMN_UNITS["RebarLength"] + "/piece", 5),
"RebarsTotalLength": ("Total Length in " + COLUMN_UNITS["RebarsTotalLength"], 6),
}
DIA_WEIGHT_MAP = {
6: FreeCAD.Units.Quantity("0.222 kg/m"),
8: FreeCAD.Units.Quantity("0.395 kg/m"),
10: FreeCAD.Units.Quantity("0.617 kg/m"),
12: FreeCAD.Units.Quantity("0.888 kg/m"),
14: FreeCAD.Units.Quantity("1.206 kg/m"),
16: FreeCAD.Units.Quantity("1.578 kg/m"),
18: FreeCAD.Units.Quantity("2.000 kg/m"),
20: FreeCAD.Units.Quantity("2.466 kg/m"),
22: FreeCAD.Units.Quantity("2.980 kg/m"),
25: FreeCAD.Units.Quantity("3.854 kg/m"),
28: FreeCAD.Units.Quantity("4.830 kg/m"),
32: FreeCAD.Units.Quantity("6.313 kg/m"),
36: FreeCAD.Units.Quantity("7.990 kg/m"),
40: FreeCAD.Units.Quantity("9.864 kg/m"),
45: FreeCAD.Units.Quantity("12.490 kg/m"),
50: FreeCAD.Units.Quantity("15.410 kg/m"),
}
# To create Bill Of Material SVG for all rebars in a model
BillOfMaterial_SVG.makeBillOfMaterialSVG(
column_headers=COLUMN_HEADERS,
column_units=COLUMN_UNITS,
dia_weight_map=DIA_WEIGHT_MAP,
rebar_length_type="RealLength",
font_family = "DejaVu Sans",
font_filename = "DejaVuSans.ttf",
font_size = 3,
column_width = 30,
row_height = 10,
bom_left_offset = 6,
bom_top_offset = 40,
bom_min_right_offset = 6,
bom_min_bottom_offset = 6,
bom_table_svg_max_width = 0,
bom_table_svg_max_height = 0,
template_file = str(Path(BillOfMaterial_SVG.__file__).parent.absolute() / "BOMTemplate.svg"),
output_file = None,
reinforcement_group_by = "Host",
)
# To create Bill Of Material SVG for rebars in Structure1
BillOfMaterial_SVG.makeBillOfMaterialSVG(
column_headers = COLUMN_HEADERS,
column_units = COLUMN_UNITS,
dia_weight_map = DIA_WEIGHT_MAP,
rebar_length_type = "LengthWithSharpEdges",
font_family = "DejaVu Sans",
font_filename = "DejaVuSans.ttf",
font_size = 3,
column_width = 30,
row_height = 10,
bom_left_offset = 6,
bom_top_offset = 40,
bom_min_right_offset = 6,
bom_min_bottom_offset = 6,
bom_table_svg_max_width = 0,
bom_table_svg_max_height = 0,
template_file = str(Path(BillOfMaterial_SVG.__file__).parent.absolute() / "BOMTemplate.svg"),
rebar_objects=[Structure1],
reinforcement_group_by = "Host",
)