Reinforcement ColumnRebars/pl: Difference between revisions
m (FuzzyBot moved page Arch Rebar ColumnReinforcement/pl to Reinforcement ColumnRebars/pl without leaving a redirect: Part of translatable page "Arch Rebar ColumnReinforcement") |
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{{Docnav |
{{Docnav |
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|[[Reinforcement_HelicalRebar|HelicalRebar]] |
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|[[Arch_Rebar_Helical|Rebar Helical]] |
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|[[Reinforcement_BeamRebars|BeamRebars]] |
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|[[Arch_Rebar_BeamReinforcement|Rebar BeamReinforcement]] |
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|[[Reinforcement_Workbench|Reinforcement]] |
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|[[Arch_Workbench|Arch]] |
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|IconL= |
|IconL=Reinforcement_HelicalRebar.svg |
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|IconR= |
|IconR=Reinforcement_BeamRebars.svg |
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|IconC= |
|IconC=Reinforcement_Workbench.svg |
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}} |
}} |
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{{GuiCommand |
{{GuiCommand |
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|Name=Reinforcement ColumnRebars |
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⚫ | |||
|MenuLocation=Arch → Rebar tools → Column Reinforcement<br>3D/BIM → Reinforcement tools → Column Reinforcement |
|MenuLocation=Arch → Rebar tools → Column Reinforcement<br>3D/BIM → Reinforcement tools → Column Reinforcement |
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|Workbenches=[[Arch_Workbench|Arch]], [[BIM_Workbench|BIM]] |
|Workbenches=[[Reinforcement_Workbench|Reinforcement]], [[Arch_Workbench|Arch]], [[BIM_Workbench|BIM]] |
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|Version=0.19 |
|Version=0.19 |
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|SeeAlso=[[Reinforcement_ColumnRebars_TwoTiesSixRebars|Reinforcement ColumnRebars TwoTiesSixRebars]], [[Reinforcement_ColumnRebars_Circular|Reinforcement ColumnRebars Circular]] |
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|SeeAlso=[[Reinforcement_Workbench|Reinforcement]], [[Arch_Rebar|Arch Rebar]], [[Arch_Rebar_Helical|Arch Helical Rebar]], [[Arch_Rebar_ColumnReinforcement_TwoTiesSixRebars|Arch ColumnReinforcement TwoTiesSixRebars]] |
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}} |
}} |
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==Description== |
==Description== |
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The [[ |
The [[Reinforcement_ColumnRebars|Reinforcement ColumnRebars]] tool allows the user to create reinforcing bars inside a Column [[Arch Structure|Arch Structure]] object. |
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The [[Arch_Rebar_ColumnReinforcement|Column Reinforcement]] tool is also integrated into [[BIM_Workbench|BIM Workbench]]. |
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[[Image:Arch_Rebar_ColumnReinforcement_example.png|400px]] |
[[Image:Arch_Rebar_ColumnReinforcement_example.png|400px]] |
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==Usage== |
==Usage== |
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Two pages with an additional usage example are available: |
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* [[Reinforcement_ColumnRebars_TwoTiesSixRebars|Two ties six rebars rectangular column]] |
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* [[Reinforcement_ColumnRebars_Circular|Circular column]] |
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: {{Caption|Dialog Box for Main Rebars data}} |
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: {{Caption|Dialog Box for XDirection Rebars data}} |
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: {{Caption|Dialog Box for YDirection Rebars data}} |
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'''Ties:''' |
'''Ties:''' |
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* {{PropertyData|Left Cover}}: The distance between the left end of the tie to the left face of the structure. |
* {{PropertyData|Left Cover}}: The distance between the left end of the tie to the left face of the structure. |
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* {{PropertyData|Right Cover}}: The distance between the right end of the tie to right face of the structure. |
* {{PropertyData|Right Cover}}: The distance between the right end of the tie to right face of the structure. |
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'''Main Rebars:''' Rebars present at corners of tie |
'''Main Rebars:''' Rebars present at corners of tie |
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* {{PropertyData|Rebar Type}}: Type of main rebars. |
* {{PropertyData|Rebar Type}}: Type of main rebars. |
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* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
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'''XDir Secondary Rebars:''' Rebars along x-direction except main rebars |
'''XDir Secondary Rebars:''' Rebars along x-direction except main rebars |
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* {{PropertyData|Rebar Type}}: Type of x-direction rebars. |
* {{PropertyData|Rebar Type}}: Type of x-direction rebars. |
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* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
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'''YDir Secondary Rebars:''' Rebars along y-direction except main rebars |
'''YDir Secondary Rebars:''' Rebars along y-direction except main rebars |
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* {{PropertyData|Rebar Type}}: Type of y-direction rebars. |
* {{PropertyData|Rebar Type}}: Type of y-direction rebars. |
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* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
* {{PropertyData|Hook Orientation}}: Orientation of LShaped hooks. |
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* {{PropertyData|Bottom Offset}}: The distance between rebar from the bottom face of the structure. |
* {{PropertyData|Bottom Offset}}: The distance between rebar from the bottom face of the structure. |
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* {{PropertyData|Number#Diameter}}: Number#Diameter set of the y-direction rebars. |
* {{PropertyData|Number#Diameter}}: Number#Diameter set of the y-direction rebars. |
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==Scripting== |
==Scripting== |
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{{Emphasis|See also:}} [[Arch API|Arch API]], [[Reinforcement API|Reinforcement API]] and [[FreeCAD Scripting Basics|FreeCAD Scripting Basics]]. |
{{Emphasis|See also:}} [[Arch API|Arch API]], [[Reinforcement API|Reinforcement API]] and [[FreeCAD Scripting Basics|FreeCAD Scripting Basics]]. |
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The |
The Reinforcement ColumnRebars tool can be used in [[Macros|macros]] and from the [[Python|Python]] console by using the following function: |
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=== Create Single Tie Four Rebars === |
=== Create Single Tie Four Rebars === |
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facename=None, |
facename=None, |
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).rebar_group |
).rebar_group |
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}} |
}} |
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==== Example ==== |
==== Example ==== |
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{{Code|code= |
{{Code|code= |
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import FreeCAD, Draft, Arch |
import FreeCAD, Draft, Arch |
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from ColumnReinforcement import SingleTie |
from ColumnReinforcement import SingleTie |
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# It doesn't work if the structure is not based on a face |
# It doesn't work if the structure is not based on a face. |
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# Structure = Arch.makeStructure(length=1000, width=400, height=400) |
# Structure = Arch.makeStructure(length=1000, width=400, height=400) |
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facename="Face6", |
facename="Face6", |
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).rebar_group |
).rebar_group |
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}} |
}} |
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{{Code|code= |
{{Code|code= |
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RebarGroup = makeSingleTieMultipleRebars( |
RebarGroup = makeSingleTieMultipleRebars( |
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facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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facename="Face6", |
facename="Face6", |
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) |
) |
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}} |
}} |
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=== Edition of Single Tie Four Rebars === |
=== Edition of Single Tie Four Rebars === |
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You can change the properties of the ties and rebars with the following function |
You can change the properties of the ties and rebars with the following function: |
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{{Code|code= |
{{Code|code= |
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facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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=== Edition of Single Tie Multiple Rebars === |
=== Edition of Single Tie Multiple Rebars === |
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You can change the properties of the ties and rebars with the following function |
You can change the properties of the ties and rebars with the following function: |
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{{Code|code= |
{{Code|code= |
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facename=None, |
facename=None, |
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) |
) |
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}} |
}} |
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{{Docnav |
{{Docnav |
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|[[Reinforcement_HelicalRebar|HelicalRebar]] |
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|[[Arch_Rebar_Helical|Rebar Helical]] |
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|[[Reinforcement_BeamRebars|BeamRebars]] |
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|[[Arch_Rebar_BeamReinforcement|Rebar BeamReinforcement]] |
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|[[Reinforcement_Workbench|Reinforcement]] |
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|[[Arch_Workbench|Arch]] |
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|IconL= |
|IconL=Reinforcement_HelicalRebar.svg |
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|IconR= |
|IconR=Reinforcement_BeamRebars.svg |
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|IconC= |
|IconC=Reinforcement_Workbench.svg |
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}} |
}} |
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[[Category:External_Command_Reference{{#translation:}}]] |
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[[Category:Reinforcement{{#translation:}}]] |
[[Category:Reinforcement{{#translation:}}]] |
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{{Arch_Tools_navi{{#translation:}}}} |
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Revision as of 21:40, 9 March 2024
Reinforcement ColumnRebars |
Menu location |
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Arch → Rebar tools → Column Reinforcement 3D/BIM → Reinforcement tools → Column Reinforcement |
Workbenches |
Reinforcement, Arch, BIM |
Default shortcut |
None |
Introduced in version |
0.19 |
See also |
Reinforcement ColumnRebars TwoTiesSixRebars, Reinforcement ColumnRebars Circular |
Description
The Reinforcement ColumnRebars tool allows the user to create reinforcing bars inside a Column Arch Structure object.
This tool is part of the Reinforcement Workbench, an external workbench that can be installed with the Addon Manager.
Column Reinforcement inside a Column Arch Structure
Usage
Two pages with an additional usage example are available:
1. Select any face of a previously created Arch Structure object.
2. Then select Column Reinforcement from the rebar tools.
3. A dialog box will pop-out on screen as shown below.
4. Select the desired type of column reinforcement.
5. Give inputs for data related to ties.
6. Click Next and the dialog box will be updated as shown below.
7. Select desired rebar type and fill data for main rebars.
8. Click Next and the dialog box will be updated as shown below.
9. Select desired rebar type and fill data for xdirection rebars.
10. Click Next and the dialog box will be updated as shown below.
11. Select desired rebar type and fill data for ydirection rebars.
12. Click OK or Apply to generate column reinforcement.
13. Click Cancel to exit the dialog box.
Properties
Ties:
- DANELeft Cover: The distance between the left end of the tie to the left face of the structure.
- DANERight Cover: The distance between the right end of the tie to right face of the structure.
- DANETop Cover: The distance between tie from the top face of the structure.
- DANEBottom Cover: The distance between tie from the bottom face of the structure.
- DANEOffset: The distance between tie from the top/bottom face of the structure.
- DANEDiameter: Diameter of the tie.
- DANEBent Angle: Bent angle defines the angle at the ends of a tie.
- DANEExtension Factor: Extension Factor defines length of end of tie, expressed in times the diameter.
- DANENumber: The number of ties.
- DANESpacing: The distance between the axes of each tie.
Main Rebars: Rebars present at corners of tie
- DANERebar Type: Type of main rebars.
- DANEHook Orientation: Orientation of LShaped hooks.
- DANEHook Extend Along: Direction for hook extension.
- DANEHook Extension: Length of hook of LShape rebars.
- DANERounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DANETop Offset: The distance between rebar from the top face of the structure.
- DANEBottom Offset: The distance between rebar from the bottom face of the structure.
- DANEDiameter: Diameter of the main rebars.
XDir Secondary Rebars: Rebars along x-direction except main rebars
- DANERebar Type: Type of x-direction rebars.
- DANEHook Orientation: Orientation of LShaped hooks.
- DANEHook Extension: Length of hook of LShape rebars.
- DANERounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DANETop Offset: The distance between rebar from the top face of the structure.
- DANEBottom Offset: The distance between rebar from the bottom face of the structure.
- DANENumber#Diameter: Number#Diameter set of the x-direction rebars.
YDir Secondary Rebars: Rebars along y-direction except main rebars
- DANERebar Type: Type of y-direction rebars.
- DANEHook Orientation: Orientation of LShaped hooks.
- DANEHook Extension: Length of hook of LShape rebars.
- DANERounding: A rounding value to be applied to the corners of the LShape rebars, expressed in times the diameter.
- DANETop Offset: The distance between rebar from the top face of the structure.
- DANEBottom Offset: The distance between rebar from the bottom face of the structure.
- DANENumber#Diameter: Number#Diameter set of the y-direction rebars.
Scripting
See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.
The Reinforcement ColumnRebars tool can be used in macros and from the Python console by using the following function:
Create Single Tie Four Rebars
RebarGroup = 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,
).rebar_group
- Creates a
RebarGroup
object from the givenstructure
, which is an Arch Structure, andfacename
, which is a face of that structure.- If no
structure
norfacename
are given, it will take the user selected face as input.
- If no
l_cover_of_tie
,r_cover_of_tie
,t_cover_of_tie
,b_cover_of_tie
andoffset_of_tie
are inner offset distances for the tie elements with respect to the faces of the structure. They are respectively the left, right, top, bottom and front/rear offsets.bent_angle
define the angle of the tip of the reinforcement loop.extension_factor
define the length of the tip of the reinforcement loop, expressed in times the diameter.dia_of_tie
is the diameter of the ties.number_spacing_check
if it isTrue
it will create as many ties as given bynumber_spacing_value
; if it isFalse
it will create ties separated by the numerical value ofnumber_spacing_value
.number_spacing_value
specifies the number of ties, or the value of the separation between them, depending onnumber_spacing_check
.dia_of_rebars
is the diameter of the main rebars.t_offset_of_rebars
andb_offset_of_rebars
are inner offset distances for the main rebars with respect to the top and bottom faces of the structure, respectively.rebar_type
is the type of the main rebars; it can be"StraightRebar"
or"LShapeRebar"
.hook_orientation
specifies the orientation of LShaped hook; it can be:"Top Inside"
,"Top Outside"
,"Bottom Inside"
,"Bottom Outside"
,"Top Right"
,"Top Left"
,"Bottom Right"
or"Bottom Left"
.hook_extend_along
specifies direction for hook extension; it can be"x-axis"
or"y-axis"
.l_rebar_rounding
is the parameter that determines the bending radius of the LShaped main rebars, expressed as times the diameter.hook_extension
is the length of hook of LShaped rebars.
Example
import FreeCAD, Draft, Arch
from ColumnReinforcement import SingleTie
# 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)
Structure = Arch.makeStructure(Rect, height=1600)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()
# For Straight Rebars
RebarGroup = SingleTie.makeSingleTieFourRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=40,
b_offset_of_rebars=40,
rebar_type="StraightRebar",
hook_orientation="Top Inside",
hook_extend_along="x-axis",
l_rebar_rounding=None,
hook_extension=None,
structure=Structure,
facename="Face6",
).rebar_group
# For LShaped Rebars with hook along x-axis
RebarGroup = SingleTie.makeSingleTieFourRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
rebar_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="x-axis",
l_rebar_rounding=2,
hook_extension=40,
structure=Structure,
facename="Face6",
).rebar_group
# For LShaped Rebars with hook along y-axis
RebarGroup = SingleTie.makeSingleTieFourRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
rebar_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="y-axis",
l_rebar_rounding=2,
hook_extension=40,
structure=Structure,
facename="Face6",
).rebar_group
Create Single Tie Multiple Rebars
RebarGroup = 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,
)
- Creates a
RebarGroup
object from the givenstructure
, which is an Arch Structure, andfacename
, which is a face of that structure.- If no
structure
norfacename
are given, it will take the user selected face as input.
- If no
l_cover_of_tie
,r_cover_of_tie
,t_cover_of_tie
,b_cover_of_tie
andoffset_of_tie
are inner offset distances for the tie elements with respect to the faces of the structure. They are respectively the left, right, top, bottom and front/rear offsets.bent_angle
define the angle of the tip of the reinforcement loop.extension_factor
define the length of the tip of the reinforcement loop, expressed in times the diameter.dia_of_tie
is the diameter of the ties.number_spacing_check
if it isTrue
it will create as many ties as given bynumber_spacing_value
; if it isFalse
it will create ties separated by the numerical value ofnumber_spacing_value
.number_spacing_value
specifies the number of ties, or the value of the separation between them, depending onnumber_spacing_check
.dia_of_main_rebars
is the diameter of the main rebars.main_rebars_t_offset
andmain_rebars_b_offset
are inner offset distances for the main rebars with respect to the top and bottom faces of the structure, respectively.main_rebars_type
is the type of the main rebars; it can be"StraightRebar"
or"LShapeRebar"
.main_hook_orientation
specifies the orientation of main LShaped hook; it can be:"Top Inside"
,"Top Outside"
,"Bottom Inside"
,"Bottom Outside"
,"Top Right"
,"Top Left"
,"Bottom Right"
or"Bottom Left"
.main_hook_extend_along
specifies direction for main hook extension; it can be"x-axis"
or"y-axis"
.l_main_rebar_rounding
is the parameter that determines the bending radius of the LShaped main rebars, expressed as times the diameter.main_hook_extension
is the length of hook of main LShaped rebars.sec_rebars_t_offset
andsec_rebars_b_offset
are tuples (xdir_rebars_t_offset, ydir_rebars_t_offset) and (xdir_rebars_b_offset, ydir_rebars_b_offset) respectively, that defines inner offset distances for the secondary x-direction and y-direction rebars with respect to the top and bottom faces of the structure, respectively.sec_rebars_number_diameter
is a tuple (xdir_rebars_number_diameter, ydir_rebars_number_diameter) that defines number#diameter set of the secondary x-direction and y-direction rebars, respectively.sec_rebars_type
is a tuple (xdir_rebars_type, ydir_rebars_type) that defines the type of secondary x-direction and y-direction rebars ,respectively; it can have"StraightRebar"
or"LShapeRebar"
as rebar type.sec_hook_orientation
is a tuple (xdir_hook_orientation, ydir_hook_orientation) that defines the orientation of secondary x-direction and y-direction LShaped hook; it can have"Top Inside"
,"Top Outside"
,"Bottom Inside"
,"Bottom Outside"
,"Top Right"
,"Top Left"
,"Bottom Right"
or"Bottom Left"
as hook_orientation.l_sec_rebar_rounding
is a tuple (l_xdir_rebar_rounding, l_ydir_rebar_rounding) that determines the bending radius of the LShaped secondary x-direction and y-direction LShaped rebars, expressed as times the diameter of x-direction and y-direction LShaped rebars, respectively.sec_hook_extension
is a tuple (xdir_hook_extension, ydir_hook_extension) that defines the length of hook of secondary x-direction and y-direction LShaped rebars.
Example
import FreeCAD, Draft, Arch
from ColumnReinforcement import SingleTieMultipleRebars
# 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)
Structure = Arch.makeStructure(Rect, height=1600)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()
RebarGroup = SingleTieMultipleRebars.makeSingleTieMultipleRebars(
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
main_rebars_t_offset=-40,
main_rebars_b_offset=-40,
main_rebars_type="LShapeRebar",
main_hook_orientation="Top Outside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=2,
main_hook_extension=40,
sec_rebars_t_offset=(-40, -40),
sec_rebars_b_offset=(-40, -40),
sec_rebars_number_diameter=("2#20mm+1#16mm+2#20mm", "1#20mm+1#16mm+1#20mm"),
sec_rebars_type=("LShapeRebar", "LShapeRebar"),
sec_hook_orientation=("Top Outside", "Top Outside"),
l_sec_rebar_rounding=(2, 2),
sec_hook_extension=(40, 40),
structure=Structure,
facename="Face6",
)
Edition of Single Tie Four Rebars
You can change the properties of the ties and rebars with the following function:
rebar_group = 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_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,
)
rebar_group
is a previously createdColumnReinforcement
group object.- The other parameters are the same as required by the
makeSingleTieFourRebars()
function. structure
andfacename
may be omitted so that the rebar stays in the original structure.
Example
from ColumnReinforcement import SingleTie
rebar_group = SingleTie.editSingleTieFourRebars(
rebar_group,
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_rebars=16,
t_offset_of_rebars=-40,
b_offset_of_rebars=-40,
rebar_type="LShapeRebar",
hook_orientation="Top Outside",
hook_extend_along="x-axis",
l_rebar_rounding=2,
hook_extension=40,
structure=None,
facename=None,
)
Edition of Single Tie Multiple Rebars
You can change the properties of the ties and rebars with the following function:
rebar_group = 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,
)
rebar_group
is a previously createdColumnReinforcement
group object.- The other parameters are the same as required by the
makeSingleTieMultipleRebars()
function. structure
andfacename
may be omitted so that the reinforcement stays in the original structure.
Example
from ColumnReinforcement import SingleTieMultipleRebars
rebar_group = SingleTieMultipleRebars.editSingleTieMultipleRebars(
rebar_group,
l_cover_of_tie=40,
r_cover_of_tie=40,
t_cover_of_tie=40,
b_cover_of_tie=40,
offset_of_tie=100,
bent_angle=135,
extension_factor=2,
dia_of_tie=8,
number_spacing_check=True,
number_spacing_value=10,
dia_of_main_rebars=16,
main_rebars_t_offset=-40,
main_rebars_b_offset=-40,
main_rebars_type="LShapeRebar",
main_hook_orientation="Top Outside",
main_hook_extend_along="x-axis",
l_main_rebar_rounding=2,
main_hook_extension=40,
sec_rebars_t_offset=(-40, -40),
sec_rebars_b_offset=(-40, -40),
sec_rebars_number_diameter=("2#20mm+1#16mm+2#20mm", "1#20mm+1#16mm+1#20mm"),
sec_rebars_type=("StraightRebar", "StraightRebar"),
sec_hook_orientation=None,
l_sec_rebar_rounding=None,
sec_hook_extension=None,
structure=None,
facename=None,
)
- Elementy: Mury, Konstrukcja, ściana kurtynowa, Okna, Drzwi, Dach, Kubatura, Schody, Wyposażenie, Ramy, Ogrodzenie, Kratownica, Profil, Rura, Kształtka
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- Dodatkowe: Preferencje, Ustawienia Importu i Eksportu (IFC, DAE, OBJ, JSON, 3DS); SHP), Architektura: API
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