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Support CenterKnowledge Base ArticlesHow to model a single bolt connection (Model type)
How to define correct load position (Forces in)
Equilibrium and supporting member
Key insights into constraints, member length and GMNA vs MNA analysis
When to use a stiffening member?
How to model a single bolt connection (Model type)
Model type - additional boundary condition
Shear force position input and visualization
Default member length in Connection
The right LCS (local coordinate system) orientation
How to use a rod (solid bar) member
Relative positions of members
Steel joint analysis model
How to use a rod (solid bar) member
Connecting plate eccentricity
How to model a single bolt connection (Model type)
How to model footing with connecting plate
Using the plate Editor to shape a plate
How to model one bolt connection (Model type)
SteelConnection designKnowledge baseConnectionBolts

How to model a single bolt connection (Model type)

This article is also available in
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In this article we will discuss the different model types defined for connected members and how to correctly set the type in case of one bolt connection.

Bearing member and supports

One member of the joint is always set as "bearing". All other members are "connected". The bearing member can be chosen. The bearing member can be "continuous" or "ended" in the joint. "Ended" members are supported on one end, "continuous" members are supported on both ends. Supports are depicted as red squares at the continuous ends of the bearing member.

For more, read the articles Model types - additional boundary condition and Equilibrium and supporting member.

Defining the Model type

Connected members can be of several types, according to the load, which the member can take:

  • Type N-Vy-Vz-Mx-My-Mz – member is able to transfer all 6 components of internal forces
  • Type N-Vy-Mz – member is able to transfer only loading in XY plane – internal forces N, Vy, Mz
  • Type N-Vz-My – member is able to transfer only loading in XZ plane – internal forces N, Vz, My
  • Type N-Vy-Vz – member is able to transfer only normal force N and shear forces Vy and Vz

Appropriate support types respecting the type of the individual members should be defined at the ends of the connected members to prevent the occurrence of unstable mechanisms or unrealistic deformations.

Based on the selected model type, the corresponding cells in the load table are "locked" (prevented from defining).

One bolt connection

Sometimes, the engineer needs to make a joint with one bolt only, especially if e.g. a hinge, a bracing, a rod, or a diagonal is expected. To model and calculate this kind of operation, you need to define a proper Model type of the member.

How to model one bolt connection

If you use the standard Model type: N-Vy-Vz-Mx-My-Mz for a member connected only with a single bolt, the mechanism/singularity can occur or the analysis fails.

How to model one bolt connection

You have to change the Model type to N-Vy-Vz in the Properties of the hinge-connected member.

How to model one bolt connection

Now, the model is correct and the mechanism is prevented.

How to model one bolt connection

Webinar recording

See the recording of our webinar where setting the model type, and one bolt connection is demonstrated live.

Attached Downloads

  • Model type.ideaCon (IDEACON, 42 KB)

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