Reinforcement BillOfMaterial/pt-br: Difference between revisions
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m (FuzzyBot moved page Arch Rebar BOM/pt-br to Reinforcement BillOfMaterial/pt-br without leaving a redirect: Part of translatable page "Arch Rebar BOM") |
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Revision as of 11:01, 9 March 2024
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Menu location |
---|
Reinforcement → Bill Of Material |
Workbenches |
Arch, BIM |
Default shortcut |
None |
Introduced in version |
0.19 |
See also |
Reinforcement, Reinforcement Bar Bending Schedule, Arch Rebar Drawing Dimensioning |
Descrição
The Bill Of Material tool allows the user to create a bill of material of reinforcing bars.
This command is part of the Reinforcement Workbench, an external workbench that can be installed with the Addon Manager via the Tools → Addon manager → Reinforcement menu.
Bill Of Material of reinforcing bars
Utilização
1. Select Arch Rebar objects you want to include in the Bill Of Material. Or select
Arch Structure objects to include
Arch Rebar objects hosted by that 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 Bill Of Material from the rebar tools.
3. A dialog box will pop-out on the screen as shown below.
Dialog Box for the Arch Rebar BOM tool
4. Modify data to suit your requirements.
5. To edit Bill Of Material SVG configurations, click on Edit SVG Configurations. A dialog box will pop-out as shown below.
Dialog Box for the Arch Rebar BOM SVG configuration editing
6. Modify 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.
Propriedades
General:
- DadosColumn Headers: A dictionary with column_data as key and tuple (column_display_header, column_sequence) as value.
- DadosColumn Units: A dictionary with keys: "Diameter", "RebarLength", "RebarsTotalLength" and their corresponding units as value.
- DadosDiameter Weight Map: A dictionary with the diameter as key and corresponding weight as value.
- DadosRebar Length Type: Rebar Length Type specifies the type of rebar length used for BOM calculations i.e. "RealLength" or "LengthWithSharpEdges".
- DadosRebar Objects: A list of ArchRebar and/or rebar2 and/or structures (to select ArchRebar in that structure) objects.
SVG:
- DadosFont Family: Font Family of text in BOM SVG.
- DadosFont Filename: Font filename corresponding to font-family required in console mode.
- DadosFont Size: Font size in mm.
- DadosColumn Width: Width of each column in the BOM SVG table.
- DadosRow Height: Height of each row in the BOM SVG table.
- DadosLeft Offset: Left offset of BOM SVG table.
- DadosTop Offset: Top offset of BOM SVG table.
- DadosMinimum Right Offset: Minimum right offset of BOM SVG table.
- DadosMinimum Bottom Offset: Minimum bottom offset of the BOM SVG table.
- DadosMaximum Width: Maximum width of the BOM SVG table.
- DadosMaximum Height: Maximum height of the BOM SVG table.
- DadosTemplate File: Template SVG file for BOM SVG.
- DadosOutput File: BOM SVG Output file.
Scripting
See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.
The Bill Of Material tool can be used in macros and from the Python console by using the following function:
Create Bill Of Material Spreadsheet
bom_spreadsheet = makeBillOfMaterial(
column_headers=None,
column_units=None,
dia_weight_map=None,
rebar_length_type=None,
rebar_objects=None,
obj_name="RebarBillOfMaterial",
)
- Creates a
RebarBillOfMaterial
spreadsheet object for givenrebar_objects
.- If
rebar_objects
list is empty, thenRebarBillOfMaterial
spreadsheet will be created for all rebars in a model.
- If
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.
Exemplo
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],
)
Create Bill Of Material SVG
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
- Creates and return a RebarBillOfMaterial_SVG
BOMContent
object for givenrebar_objects
.- If
rebar_objects
list is empty, thenBOMContent
object will be created for all rebars in a model.
- If
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 ontemplate_file
.bom_top_offset
specifies the top offset of the bill of material SVG ontemplate_file
.bom_min_right_offset
specifies the minimum right offset of the bill of material SVG ontemplate_file
.bom_min_bottom_offset
specifies the minimum bottom offset of the bill of material SVG ontemplate_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 theBOMContent
object is to be created or not. Ifreturn_svg_only
is True, then neitherBOMContent
object is created nor SVG is written tooutput_file
. And it returns the SVG element.
Exemplo
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",
)