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This section contains material, section, and rebar definitions. Once these properties are imported throughout the modeling, they will automatically appear under the Properties.

This section also serves as the input interface of the properties. Follow the below steps to define the properties that this interface will utilize in the example.

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part is to inform about the general purposes of section definitions. Follow the next steps to create different section definitions that OpenBrIM provides.

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Section Editor

In 1st

(blue star) Follow the below steps to create a material in OpenBrIM use Section Editor.

1

Go to Properties/MaterialsEnter a Section under Name.

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2

Import a material.

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From any column of the added row, click -on three-dots icon (blue star) under Name and click Import Material. to open Section Editor panel.

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You can open the tab which includes Polygon, Template, Rebar and Tendon by clicking (blue star) icon at the left top side of the screen.

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5

To define a polygon shape, click to at (blue star) Shapes tab, then click the coordinates of an arbitrary shape.

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titleQuick Tip

You can rechange the locations by clicking ‘Points Spreadsheet’ after you assign the shape.

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(blue star) Follow the below steps to add utilize a structural steel materialTemplate.

1

From Database drop-down, select Steel Material Database (US)

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Select Category as Structural Steel.

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Select Asset as A709_50.

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Click Import.

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Check the imported material placed in 1st row including the mechanical properties

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Click (blue star) .

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If you don’t have a material already imported (or defined as custom), you can import by clicking (blue star) . If you have, just select it from the Material drop-down

3

Edit dimensions of the shape to create the section. Click to Import.

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After you import the section, it will show up on the analytical view.

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Rebar Definition

(blue star) Follow the below steps to add

a concrete material

rebars to your section.

1

From Database drop-down, select Concrete Material Database (US).

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2

Select Category as Cube.

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Select Asset as FcCube_4ksi

4

Click Import.

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Check the change in Materials data spreadsheet

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Check the Steel column and Concrete column for the material type-specific properties.

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Click (blue star) at the Shapes tab.

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If you don’t have a Rebar definition in your project, you will get a popup to import one. Just click OK and continue.

3

Select your asset from OpenBrIM Database for rebar profile and click Import.

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4

By clicking (blue star) , you can switch the layout of the rebar as Line, or Circular.

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Let’s stay on Line Layout, and enter rebar layout input data

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After you click Add, you should click the start and end location points of the section. No need to be exact in locations,they can be edited later.

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After clicking end location, Edit Linear Rebar Layout window appears.

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Edit Linear Rebar Layout.

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If you don’t have a rebar material already imported (or defined as custom), you can import by clicking (blue star) . If you have, just select it from the Material drop-down.

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After Apply all the entered data in Edit Linear/Circular Rebar Layout window, you can change the location of the rebar layout at the analytical coordinate system by clicking Points Spreadsheet under (blue star) .

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Applying the same procedure, you can insert rebars at top and bottom. This time number of rows is set to 1 and rebar layouts placed twice for top and bottom, respectively

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Tip

The rebars are completed. This training example doesn’t require any tendon definition; the below steps explain how to add a tendon layout to the section.

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Tendon Definition

(blue star) Follow the below steps to

select stress-strain model of your material

add tendon to your section.

1

Go to any column of steel/concete material row.

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2

Click on three-dots icon (blue star) of any cell of the row. Select Edit MaterialName. Edit for reinforcing steel.

3

Select from Type drop-down as Reinforcing Steel.

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From Stress-Strain Model drop-down, select Bilinear Steel.

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Click Save.

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Edit for concrete materials.

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Select from Type drop-down as Concrete.

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From Stress-Strain Model drop-down, select Mander Concrete.

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Click Save.

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Example (custom material).

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Rebars

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Click (blue star) at the Shapes tab.

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titleQuick Tip

After you import the material for the tendon and add the tendon to your section, you can rearrange the coordinates of the tendon.

Also, you can use a parametric relationship as input for Y1=d/2-10 (d = depth of the section). The position of the rebar depends on the section depth.

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Tip

Tendon definitions are completed. Remember this training example doesn’t require any tendon definition.

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Section Editor Features

(blue star) Follow the below step to open the features tab of the section.

1

By clicking 3 dot button, you can open the features tab of the section.

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(blue star) Examine the below definitons to understand the section editor features.

1

Rename Section

Allows to change the name of this section.

2

Print Report

Allows to change page size.

3

Materials

See the materials assigned in this section, rebar and tendon.

4

Rebar Profiles

See the rebar profiles.

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Section Properties

Section properties of the section such as area, inertia, plastic section modulus, etc.

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Flexure Capacity

Computes flexural capacity of the section.

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Before moving on with this feature, make sure that you have all the related stress-strain models in the material definitions.

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Moment Curvature

Computes the moment-curvature diagram of the section.

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Before moving on with this feature, make sure that you have all the related stress-strain models in the material definitions.

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Interaction Diagram

Computes Axial Force-Moment Interaction diagram.

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Before moving on with this feature, make sure that you have all the related stress-strain models in the material definitions.

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Set C.O.G. as Origin

Changes the origin of the section to (0,0) point.

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Example Custom Section with Custom Material

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Mechanical properties of the section like Area and Inertia are also customizable with two options:

  1. Section with shape definition: It requires defining section shape via Section Editor or importing from the section database. In that case, section-related properties are automatically calculated.

  2. Section without shape definition: It requires entering section property parameters manually. The Has Geometry (read-only) parameter turns into NO by default in that option.

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