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(blue star) Follow the below steps to use Section Editor.

1

Enter a Section under Name.

2

Import a material.

3

From any column of the added row, click on three-dots icon (blue star) 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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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 utilize a Template.

1

Click (blue star) .

2

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 rebars to your section.

1

Click (blue star) at the Shapes tab.

2

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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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

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 add tendon to your section.

1

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.

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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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