Reinforcement BeamRebars/pt-br

Other languages:
ColumnRebars
SlabRebars
Reinforcement

Reinforcement BeamRebars

Menu location
3D/BIM → Reinforcement Tools → Beam Reinforcement
Workbenches
Reinforcement, BIM
Default shortcut
None
Introduced in version
0.19
See also
None

Description

The Reinforcement BeamRebars tool allows the user to create reinforcing bars inside a Beam Arch Structure object.

This tool is part of the Reinforcement Workbench, an external workbench that can be installed with the Addon Manager.

Beam Reinforcement inside a Beam Arch Structure

Usage

1. Select right face of a previously created beam Structure object having length along x-axis. Or select front face of a previously created beam Structure object having length along y-axis.

2. Then select Beam Reinforcement from the rebar tools.

3. A dialog box will pop-out on screen as shown below.

Dialog Box for the Reinforcement BeamRebars tool

4. Select the desired type of beam reinforcement.

5. Give inputs for data related to stirrups.

6. Click Next and the dialog box will be updated as shown below.

Dialog Box for Top Rebars data

7. Set data for top rebars.

To edit Number#Diameter@Offset value, click on the Edit button next to Number#Diameter@Offset label. A dialog box will pop-out as shown below.
To edit Rebar Type value, click on the Edit button next to Rebar Type label. A dialog box will pop-out as shown below.
To edit Hook Orientation value, click on the Edit button next to Hook Orientation label. A dialog box will pop-out as shown below.
To edit Hook Extension value, click on the Edit button next to Hook Extension label. A dialog box will pop-out as shown below.
To edit LRebar Rounding value, click on the Edit button next to Rounding label. A dialog box will pop-out as shown below.
To edit Layer Spacing value, click on the Edit button next to Layer Spacing label. A dialog box will pop-out as shown below.

8. Click Next and the dialog box will be updated as shown below.

Dialog Box for Bottom Rebars data

9. Set data for bottom rebars similar to top rebars data.

10. Click Next and the dialog box will be updated as shown below.

Dialog Box for Left Shear Rebars data

11. Set data for left shear rebars.

To edit Number#Diameter@Offset value, click on the Edit button next to Number#Diameter@Offset label. A dialog box will pop-out as shown below.
To edit Rebar Type value, click on the Edit button next to Rebar Type label. A dialog box will pop-out as shown below.
To edit Hook Orientation value, click on the Edit button next to Hook Orientation label. A dialog box will pop-out as shown below.
To edit Hook Extension value, click on the Edit button next to Hook Extension label. A dialog box will pop-out as shown below.
To edit LRebar Rounding value, click on the Edit button next to Rounding label. A dialog box will pop-out as shown below.

12. Click Next and the dialog box will be updated as shown below.

Dialog Box for Right Shear Rebars data

13. Set data for right shear rebars similar to left shear rebars data.

14. Click OK or Apply to generate beam reinforcement.

15. Click Cancel to exit the dialog box.

Properties

Stirrups:

Top/Bottom Reinforcement Rebars: Rebars present at top/bottom side of beam

Left/Right Reinforcement Rebars: Rebars present at left/right side of beam

Scripting

See also: Arch API, Reinforcement API and FreeCAD Scripting Basics.

The Reinforcement BeamRebars tool can be used in macros and from the Python console by using the following function:

Create Two Legged Stirrups

RebarGroup = makeReinforcement(
    l_cover_of_stirrup,
    r_cover_of_stirrup,
    t_cover_of_stirrup,
    b_cover_of_stirrup,
    offset_of_stirrup,
    bent_angle,
    extension_factor,
    dia_of_stirrup,
    number_spacing_check,
    number_spacing_value,
    top_reinforcement_number_diameter_offset,
    top_reinforcement_rebar_type,
    top_reinforcement_layer_spacing,
    bottom_reinforcement_number_diameter_offset,
    bottom_reinforcement_rebar_type,
    bottom_reinforcement_layer_spacing,
    left_rebars_number_diameter_offset,
    left_rebars_type,
    left_rebars_spacing,
    right_rebars_number_diameter_offset,
    right_rebars_type,
    right_rebars_spacing,
    top_reinforcement_l_rebar_rounding=2,
    top_reinforcement_hook_extension=40,
    top_reinforcement_hook_orientation="Front Inside",
    bottom_reinforcement_l_rebar_rounding=2,
    bottom_reinforcement_hook_extension=40,
    bottom_reinforcement_hook_orientation="Front Inside",
    left_l_rebar_rounding=2,
    left_rebars_hook_extension=40,
    left_rebars_hook_orientation="Front Inside",
    right_l_rebar_rounding=2,
    right_rebars_hook_extension=40,
    right_rebars_hook_orientation="Front Inside",
    structure=None,
    facename=None,
)

   Syntax: (
               "number1#diameter1@offset1+number2#diameter2@offset2+...",
               "number3#diameter3@offset3+number4#diameter4@offset4+...",
               ...,
           )

   Possible values:
   1. 'StraightRebar' or 'LShapeRebar'
   2. ('<rebar_type>', '<rebar_type>', ...) and number of elements of tuple must be equal to number of reinforcement
      layers.
   3. [
          ('<rebar_type>', '<rebar_type>', ...),
          ('<rebar_type>', '<rebar_type>', ...),
          ...,
      ]
      each element of list is a tuple, which specifies rebar type of each reinforcement layer. And each element of
      tuple represents rabar_type for each set of rebars.
   4. [
          <rebar_type>,
          ('<rebar_type>', '<rebar_type>', ...),
          ...,
      ]

   Possible values:
   1. <layer_spacing>
   2. (<spacing in layer1 and layer2>, <spacing in layer2 and layer3>, ...) and number of elements of tuple must be
      equal to one less than number of layers.

   Syntax: "number1#diameter1@offset1+number2#diameter2@offset2+..."

   Possible values:
   1. 'StraightRebar' or 'LShapeRebar'
   2. ('<rebar_type>', '<rebar_type>', ...) and each element of tuple represents rabar_type for each set of rebars.

Example

import FreeCAD, Arch
from BeamReinforcement import TwoLeggedBeam

Structure = Arch.makeStructure(length=3000.0,width=200.0,height=400.0)
Structure.ViewObject.Transparency = 80
FreeCAD.ActiveDocument.recompute()

RebarGroup = TwoLeggedBeam.makeReinforcement(
    l_cover_of_stirrup=20,
    r_cover_of_stirrup=20,
    t_cover_of_stirrup=20,
    b_cover_of_stirrup=20,
    offset_of_stirrup=100,
    bent_angle=135,
    extension_factor=4,
    dia_of_stirrup=8,
    number_spacing_check=False,
    number_spacing_value=200,
    top_reinforcement_number_diameter_offset=("1#20@-60+2#16@-60+1#20@-60", "3#16@-100"),
    top_reinforcement_rebar_type="LShapeRebar",
    top_reinforcement_layer_spacing=30,
    bottom_reinforcement_number_diameter_offset=("1#20@-60+2#16@-60+1#20@-60", "3#16@-100"),
    bottom_reinforcement_rebar_type="LShapeRebar",
    bottom_reinforcement_layer_spacing=30,
    left_rebars_number_diameter_offset="1#16@-100+1#16@-100+1#16@-100",
    left_rebars_type="LShapeRebar",
    left_rebars_spacing=30,
    right_rebars_number_diameter_offset="1#16@-100+1#16@-100+1#16@-100",
    right_rebars_type="LShapeRebar",
    right_rebars_spacing=30,
    top_reinforcement_l_rebar_rounding=2,
    top_reinforcement_hook_extension=100,
    top_reinforcement_hook_orientation="Rear Outside",
    bottom_reinforcement_l_rebar_rounding=2,
    bottom_reinforcement_hook_extension=100,
    bottom_reinforcement_hook_orientation="Rear Outside",
    left_l_rebar_rounding=2,
    left_rebars_hook_extension=80,
    left_rebars_hook_orientation=("Rear Inside", "Front Inside", "Rear Inside"),
    right_l_rebar_rounding=2,
    right_rebars_hook_extension=80,
    right_rebars_hook_orientation=("Front Inside", "Rear Inside", "Front Inside"),
    structure=Structure,
    facename="Face6",
)


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