Model Merge

Model Merge is a feature located on the Modify ribbon that scans through your model and automatically merges elements in the model. Model Merge detects unconnected nodes along member spans, unconnected crossing members and duplicate nodes, members and plates. You can use Model Merge to build models faster, as well as to detect and fix modeling errors.

Note: Model Merge will "connect" Physical Members by inserting a node at their intersection but will not break them up into smaller members. Model Merge also eliminates duplicate Physical Members so you should still use model merge to detect errors when working with these types of members. See Physical Members to learn more.

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Knowing what Model Merge does allows you to skip modeling steps as you build your model and let the software perform these steps for you.  You can take advantage of Model Merge in modeling your structure in many ways, some of which are discussed in the following links.

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Model Merge Options

There are four main options for the model merge.

A ‘Merge Tolerance’ feature that defines the maximum distance 2 nodes can be apart and still be merged together, affects the overall Model Merge feature. It is also used when scanning for crossing members and for unattached nodes along the spans of members. See Merge Tolerance under ‘Model Settings’ for more information.

Model Merge Examples

Looking at this frame, consider the column line on the right side, members 1-7 and 7-13. If you did not use Physical Members you would define this just that way, as two separate members. With the model merge capability you could instead enter a single member definition, 1-13, and let the model merge function break it up for you.

Other convenient uses of the model merge function are laying out floor plans and being able to draw all the nodes right over the main girders or defining truss chords as full length rather than specifying each panel point. The model merge will take care of breaking up the members at all the intersecting points. Of course the Physical Member feature goes a step farther for these situations because these members never need to be split to model a connection – allowing you to make edits and understand results more readily. See Physical Members to learn more.

Model Merge Limitations

Certain types of shape types and certain load types can cause members to not get broken up by the model merge function. In particular, members that are Tapered WF shapes will not get broken up by the model merge. Even if such members have intermediate unattached nodes, or crossing members within their spans, they will not be broken up.

Model Merge Process

  1. Duplicate nodes are merged together.
  2. All the members are scanned for other members crossing along their span. If a crossing member is found, a nodes is created at the intersection point.
  3. All the members are scanned for nodes along their span. If found, the member is broken up into pieces to incorporate the nodes.
  4. Duplicate members are merged together. Physical members take precedence over finite element members. Longer members take precedence over shorter members that are fully coincident with the longer member. When duplicate members with different section sets are merged, the set listed first in the Sections Sets spreadsheet are used.
  5. Duplicate plates are merged together. 

To better understand how the model merge function works, please refer to this figure:

Diagram A shows the model before a merge. The two column lines are separated in diagrams A and B strictly for ease of viewing, they should be considered to be right on top of each other. Nodes 1 and 5 (in diagram A) have exactly the same coordinates, as do nodes 3 and 10.  None of these members are Physical Members.

Step 1 of the merge eliminates duplicate joints changing the model from diagram A to diagram B. On diagram A, nodes 1 and 5 are duplicates (same coordinates), as are nodes 3 and 10. Nodes 5 and 10 are merged into nodes 1 and 3 respectively. This means any loads applied to nodes 5 and 10 are now applied to nodes 1 and 3. Any members connected to 5 and 10 are now connected to nodes 1 and 3 (these members are shown with the inclined lines in diagram B).

Step 2 looks for crossing members, however, there aren't any for this particular example. Members that are parallel to each other aren't treated as "crossing" since the end nodes of overlapping members will be merged in Step 3.

Step 3 is where the members are scanned for intermediate span nodes. This takes us from diagram B to diagram C.  Referring to diagram B, member 1-2 has two intermediate nodes (5 and 6), member 6-7 has one intermediate node (node 2), and so on. The members with intermediate joints are broken up, shown in diagram C.

Step 4 eliminates duplicate members, in this case those that were created in step 2. This takes us from diagram C to diagram D. Looking at diagram C, the duplicate members are shown as the double lines.  The first member listed on the Member spreadsheet is maintained and the other member is deleted. Any loads applied to the deleted member are transferred to the remaining member.

The final merged model is shown in diagram D. The column line is now comprised of 8 members, 1-5, 5-6, 6-2, etc. up to member 9-4.

Note: The direction code of loads merged for duplicate members and plates is kept the same. Elements with loads in local directions and different orientations may result in a load direction that is not be the same as the original direction.

Perform a Model Merge

To perform a Model Merge:

  1. In the current model view window, select the items you wish to merge.

    Typically you will want everything to be selected.

  2. Go to the Modify ribbon.
  3. Click on the Model Merge icon to bring up the model merge parameter window.
  4. Set the parameters for the new merge.

    For help on an item, click the Help icon and then click the item.

  5. Click Apply All or Apply Selected to apply the model merge to the entire model or items you selected.
Note: You may undo any mistakes by clicking the Undo icon.