GSoC Proposal: Automate Reinforcement Process of Slab and Footing in FreeCAD

[Shiv_Charan]

Hi @amrit3701,

I have created a merge request for detailing function of Footing Reinforcement:
here is merge request: https://github.com/amrit3701/FreeCAD-Re ... t/pull/166

This merge request cover detailing function to make footing reinforcement of following type:

• Isolated column footing
• Rectangular footing.
• Edge footing
• Corner footing
• Combined Footing
• Raft footing

Further each type of footing has option for mesh along Bottom side or both side ( Top and bottom for reinforcement in high wind or seismic areas)
each mesh can have Straight , L-Shape , U-Shape reabrs and their combinations.

Also columns part for each footing have option to add or not add secondary rebars in column.
In combine and raft footing columns can be separated from each other by amount or spacing inputs.

There more different type of options, some of them I will try to show in upcoming posts by examples.
In my next posts I'm adding script examples and their outputs of above footing by using Footing Reinforcement module.

Thanks and Regards

[Shiv_Charan]

There more different type of options, some of them I will try to show in upcoming posts by examples.
In my next posts I'm adding script examples and their outputs of above footing by using Footing Reinforcement module.

1. Isolated column footing :-

Structure file used:

footing1.FCStd

(10.57 KiB) Downloaded 103 times

a. Isolated column footing with straight rebar mesh on bottom side.
script:

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "StraightRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="StraightRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    mesh_cover_along=  "Bottom",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

outputs:

isomentric_view_Isolated_Column_Footing_1.png (103.51 KiB) Viewed 4387 times

side_view_ isolated column footing 1.png (9.19 KiB) Viewed 4387 times

b. Isolated column footing with U-shape rebar mesh on bottom side.

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    mesh_cover_along=  "Bottom",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

outputs:

isolated column reinforcement with U-shape rebar mesh.png (127.18 KiB) Viewed 4387 times

c. Isolated column footing with L-shape rebar mesh on bottom side.

Code: Select all

 
from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "LShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="LShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    parallel_l_shape_hook_orintation= "Alternate",
    cross_rounding= 2,
    cross_l_shape_hook_orintation="Alternate",
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "y-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,

    mesh_cover_along=  "Bottom",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)
 

outputs:

isolated column reinforcement with L-Shape rebars mesh.png (110.6 KiB) Viewed 4387 times

Regards

[amrit3701]

1. Isolated column footing :-

Structure file used:
footing1.FCStd

a. Isolated column footing with straight rebar mesh on bottom side.
script:

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "StraightRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="StraightRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    mesh_cover_along=  "Bottom",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

outputs:
isomentric_view_Isolated_Column_Footing_1.png
side_view_ isolated column footing 1.png

b. Isolated column footing with U-shape rebar mesh on bottom side.

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    mesh_cover_along=  "Bottom",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

outputs:
isolated column reinforcement with U-shape rebar mesh.png

c. Isolated column footing with L-shape rebar mesh on bottom side.

Code: Select all

 
from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "LShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="LShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    parallel_l_shape_hook_orintation= "Alternate",
    cross_rounding= 2,
    cross_l_shape_hook_orintation="Alternate",
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "y-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,

    mesh_cover_along=  "Bottom",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)
 

outputs:

isolated column reinforcement with L-Shape rebars mesh.png

Hey Shiv,

Nice to see your progress on footing reinforcement.

One suggestion, after looking above code it's looks like you are creating column reinforcement without reference to column object (I mean you are assuming column in the center of footing). Here can you also add the option to pass column object too as an argument in FootingReinforcement.makeFootingReinforcement, and then calculates rebar placements accordingly.

[Shiv_Charan]

There more different type of options, some of them I will try to show in upcoming posts by examples.
In my next posts I'm adding script examples and their outputs of above footing by using Footing Reinforcement module.

2. Isolated column footing reinforcement :
Having mesh on both side and secondary rebars in column.

a. Isolated column footing reinforcement having Straight rabar mesh on top and bottom side.

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "StraightRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="StraightRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (500, 500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Outside",
        "Bottom Outside",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

Output:

isolated column footing_4.png (115.32 KiB) Viewed 4356 times

side view isolated cloumn footing_4.png (10.01 KiB) Viewed 4356 times

b. Isolated column footing reinforcement having U-shape rabar mesh on top and bottom side.

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (500, 500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Outside",
        "Bottom Outside",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

Outputs:

Isolated column footing type 5.png (146.69 KiB) Viewed 4356 times

side view Isolated column footing type 5.png (14.41 KiB) Viewed 4356 times

c. Isolated column footing reinforcement having L-shape rabar mesh on top and bottom side.

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "LShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="LShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 400,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 400,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    parallel_l_shape_hook_orintation= "Alternate",
    cross_rounding= 2,
    cross_l_shape_hook_orintation="Alternate",
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "y-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (500, 500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Outside",
        "Bottom Outside",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

outputs:

Isolated column footing 6.png (157.45 KiB) Viewed 4356 times

Regards

[Shiv_Charan]

Hey Shiv,

Nice to see your progress on footing reinforcement.

One suggestion, after looking above code it's looks like you are creating column reinforcement without reference to column object (I mean you are assuming column in the center of footing). Here can you also add the option to pass column object too as an argument in FootingReinforcement.makeFootingReinforcement, and then calculates rebar placements accordingly.

Hello Amrit,

Currently, column position is managed with the help of covers inputs.So that we can place column as per need.
Also, In current implementation of footing we can have multiple column in footing reinforcement (example combined footing and raft footing)

I will surely try suggested method.

Regards

[Shiv_Charan]

There more different type of options, some of them I will try to show in upcoming posts by examples.
In my next posts I'm adding script examples and their outputs of above footing by using Footing Reinforcement module.

3. Rectangular Footing:

file used:

rectangular footing.FCStd

(10.61 KiB) Downloaded 111 times

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=15,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    cross_amount_spacing_value=15,
    column_front_cover= 400,
    column_left_cover= 800,
    column_right_cover= 800,
    column_rear_cover= 1200,
    tie_top_cover= 1500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 1500,
    column_width= 400,
    column_length= 400,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (1500, 1500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Outside",
        "Bottom Outside",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("rectangular_footing").getObject("Structure"),
    facename=  "Face3",
)

Output:

Rectangular footing.png (158.19 KiB) Viewed 4330 times

side view rectangular footing.png (7.36 KiB) Viewed 4330 times

[Shiv_Charan]

This merge request cover detailing function to make footing reinforcement of following type:

• Isolated column footing
• Rectangular footing.
• Edge footing
• Corner footing
• Combined Footing
• Raft footing

4. Edge Footing

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 20,
    column_left_cover= 400,
    column_right_cover= 400,
    column_rear_cover= 780,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (500, 500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Right",
        "Bottom Outside",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

output:

Edge footing.png (160.68 KiB) Viewed 4312 times

side view edge footing.png (13.3 KiB) Viewed 4312 times

top view edge footing.png (15.86 KiB) Viewed 4312 times

[Shiv_Charan]

This merge request cover detailing function to make footing reinforcement of following type:

• Isolated column footing
• Rectangular footing.
• Edge footing
• Corner footing
• Combined Footing
• Raft footing

5. Corner Footing

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=10,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    column_front_cover= 20,
    column_left_cover= 20,
    column_right_cover= 780,
    column_rear_cover= 780,
    tie_top_cover= 500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 500,
    cross_amount_spacing_value=10,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 1,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Right",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (500, 500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Right",
        "Bottom Right",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("footing1").getObject("Structure003"),
    facename=  "Face4",
)

outputs:

corner footing.png (134.72 KiB) Viewed 4306 times

side view corner footing.png (13.86 KiB) Viewed 4306 times

top view corner footing.png (15.25 KiB) Viewed 4306 times

[Shiv_Charan]

This merge request cover detailing function to make footing reinforcement of following type:

• Isolated column footing
• Rectangular footing.
• Edge footing
• Corner footing
• Combined Footing
• Raft footing

6. Combined Footing:

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=15,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    cross_amount_spacing_value=15,
    column_front_cover= 400,
    column_left_cover= 800,
    column_right_cover= 800,
    column_rear_cover= 400,
    tie_top_cover= 1500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 1500,
    column_width= 400,
    column_length= 400,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 2,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 1,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    column_sec_rebar_check= True,
    column_sec_rebars_t_offset= (1500, 1500),
    column_sec_rebars_number_diameter = (
        "1#6mm+1#6mm+1#6mm",
        "1#6mm+1#6mm+1#6mm",
    ),
    column_sec_rebars_type= (
        "LShapeRebar",
        "LShapeRebar",
    ),
    column_sec_hook_orientation = (
        "Bottom Outside",
        "Bottom Outside",
    ),
    column_l_sec_rebar_rounding = (2, 2),
    column_sec_hook_extension = (80, 80),
    mesh_cover_along=  "Both",
    structure=  App.getDocument("rectangular_footing").getObject("Structure"),
    facename=  "Face3",
)

Note: It take some time to add reinforcement if column are more with secondary rebars.

Output:

Combined footing.png (172.31 KiB) Viewed 4295 times

side view combined footing.png (11.33 KiB) Viewed 4295 times

top view combined footing.png (14.66 KiB) Viewed 4295 times

Regards

[Shiv_Charan]

This merge request cover detailing function to make footing reinforcement of following type:

• Isolated column footing
• Rectangular footing.
• Edge footing
• Corner footing
• Combined Footing
• Raft footing

7. Raft Footing

File used :

Raft Footing.FCStd

(10.55 KiB) Downloaded 97 times

Note : If columns are more, It take some time to complete reinforcement process.

Code: Select all

from FootingReinforcement import FootingReinforcement
import importlib
importlib.reload(FootingReinforcement)
FootingReinforcement.makeFootingReinforcement(
    parallel_rebar_type= "UShapeRebar",
    parallel_front_cover= 20,
    parallel_rear_cover= 20,
    parallel_left_cover= 10,
    parallel_right_cover= 10,
    parallel_top_cover= 20,
    parallel_bottom_cover= 20,
    parallel_diameter= 8,
    parallel_amount_spacing_check=True,
    parallel_amount_spacing_value=15,
    cross_rebar_type="UShapeRebar",
    cross_front_cover=20,
    cross_rear_cover=20,
    cross_left_cover=10,
    cross_right_cover=10,
    cross_top_cover= 20,
    cross_bottom_cover= 20,
    cross_diameter= 8,
    cross_amount_spacing_check= True,
    cross_amount_spacing_value=15,
    column_front_cover= 200,
    column_left_cover= 200,
    column_right_cover= 200,
    column_rear_cover= 200,
    tie_top_cover= 1500,
    tie_bottom_cover= 10,
    tie_bent_angle= 135,
    tie_extension_factor= 2,
    tie_diameter= 8,
    tie_number_spacing_check= True,
    tie_number_spacing_value= 5,
    column_main_rebar_diameter= 8,
    column_main_rebars_t_offset= 1500,
    column_width= 200,
    column_length= 200,
    xdir_column_amount_spacing_check= True,
    xdir_column_amount_spacing_value= 4,
    ydir_column_amount_spacing_check= True,
    ydir_column_amount_spacing_value= 4,
    parallel_rounding = 2,
    cross_rounding= 2,
    column_main_rebars_type=  "LShapeRebar",
    column_main_hook_orientation= "Bottom Outside",
    column_main_hook_extend_along= "x-axis",
    column_l_main_rebar_rounding=  2,
    column_main_hook_extension= 80,
    mesh_cover_along=  "Both",
    structure=  App.getDocument("Raft_Footing").getObject("Structure"),
    facename=  "Face3",
)

output:

Raft footing.png (212.39 KiB) Viewed 4275 times

side view of raft footing.png (14.73 KiB) Viewed 4275 times

top view of raft footing.png (19.85 KiB) Viewed 4275 times

Regards