Diaphragm Constraint Form

A Diaphragm Constraint causes all of its constrained joints to move together as a planar diaphragm that is rigid against membrane (in-plane) deformation. This constraint can be used to model concrete floors (or concrete-filled decks) in building structures, which typically have very high in-plane stiffness.

The constraint must apply to at least two joints to have any effect on the model. It is intended to be used on a set of joints that lie in a flat plane. If the joints are not co-planar, the constraint will effectively restrain the joints against out-of-plane (plate) bending, which unrealistically stiffens the structure.

An option is available to automatically create multiple, independent constraints at different elevations from the single set of joints assigned this constraint.

Use the following areas on the Diaphragm Constraints form to make the appropriate entries:

If the Advanced > Define > Joint Constraints command was used to access the Diaphragm Constraints form, the defined constraint must be assigned to the joints.

 

Access the Diaphragm Constraint form as follows:

 

Click the Advanced > Define > Joint Constraints command to display the Define Constraints form, or select the joints to be constrained and click the Advanced > Assign > Joints > Constraints command to display the Define/Assign Constraints form. Then do one of the following:

    • Select "Diaphragm" from the Choose Constraint to Add drop-down list and click the Add New Constraint button.

    • Select a previously defined diaphragm constraint in the Constraints display list and click the Modify/Show Constraint button.