AxisVM BIM link for steel Member design (EN)

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Following this step-by-step tutorial, you will learn how to design and code-check a structural steel member using the BIM link between AxisVM and IDEA StatiCa.

How to activate the link

IDEA StatiCa integrates BIM links into your FEA/BIM solutions during its installation. You can check the status and activate more BIM links for software installed after in the BIM link installer.

Please note that some FEA solutions require additional steps to fully activate their BIM link to IDEA StatiCa.

Open IDEA StatiCa and navigate to the BIM tab and open the BIM link installer (Activate your BIM link...).

A notification "Do you want to allow this app to make changes to your device?" may appear, if so, please confirm with the Yes button.

The BIM link for the selected software (if found) is installed. The screen also tells you the status of other BIM links that may have already been installed.

How to use the link

Download the attached project, open it in AxisVM, and run the calculation to get the internal forces over the structure.

The BIM link is already integrated. It is in the top ribbon under Plugins  -> IDEA StatiCa Checkbot.

Consequently, Checkbot application will be started. 

Select the New option with project type Steel and design code EN. Then select Create project.

The new Checkbot project is ready to import connections from AxisVM.

In AxisVM, select one of the inside members, as shown in the picture.


Then in Checkbot select Member.

This will import the beam and its load effects into Checkbot - with the exact coordinates, orientations, and section sizes as per the FEA/BIM model.

Please note that your node and member numbering might be different, also the elevation position of the member itself. 

As you can see, the selected member with all related members was imported.

You can control what load case or combination will be loaded to the Member application by clicking on Loads and managing Result classes for checks. 

Here in Load Configurator, you can add load cases for the member application. Please notice by default the Evaluate critical results function is enabled, which filters critical combinations to speed up the calculation. You can turn it off and all combinations will be included in the calculation.  

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Members modul

Now we can open the Member application. Just left-click on Open.

Here you can see our Member application.

In the beginning, let us design the joints of the member U-profile, so please select the first connection and click on Edit connection. As you can see now I-profiles are represented by one continuous element, thanks to the merging we made.

Connections design

Click on Operation and select Plate to plate. Change the values according to the picture, then click on Editor.

Click on Explode, delete the bolts Nr. 1 and 3, and set the values for bolts Nr.2 and 4 according to the picture.

After you make the changes, the element should look like this. Continue by clicking ok. 

The next operation is the Stiffening member. First, you need to add a new L80x6 cross-section, click the white cross in the cross-section row, select L-profile, and enter the necessary name in the search. After that, fill in the values as shown in the following picture. Consequently, our model should look as shown in the picture below.

Add the operation Bolt/Anchor grid.

Copy this operation and change the selected values.

Add a weld to connect SM1 with the upper flange.

Now add a Stiffening plate to the joint and set the values according to the picture.

 Then go to the Editor, select the chamfer operation, and set it according to the image. 

The last operation is Cut of plate operation.

Now click on Save and close the module Connection.

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Check and Control

As we have similar joints on both sides of the member, you can copy the operations from the first joint to another by clicking Apply

Before starting the analysis, firstly left-click on the U-member, add operation Lateral Restraint, and set up the values according to the picture.

In the next step add operation Stiffeners the same way as in the previous step, and configure the values as shown

For the realistic behavior of the related members, restrict the supports of the connecting purlins to X, Y, Z, and Rx

Do the same for the I-profiles frame members; restrict them to  X, Y, Z, and Rx, Ry, Rz

Now the member is ready to be analyzed.

 Select the Tab Check and run the MNA (materially non-linear) Analysis. 

The second analysis is LBA (lateral buckling analysis), where we get a critical factor of less than 15.

This result shows the necessity of running the GMNIA (geometrically and materially non-linear analysis).

Because lateral-torsional buckling is investigated, factor k0 = 0.5 may be used. Amplitude 0.5 • 5000 / 200 = 12,5 mm is applied to the first buckling mode. 

Click on the imperfection field for the critical buckling factor, and fill the value we calculated above in the row, as shown in the following picture. Then you can run the last GMNIA (geometrically and materially non-linear) analysis.  

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We have successfully imported and checked a purlin from AxisVM. 

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