Risa Tips & Tricks: How to Use Our Structural Analysis Software

August 11, 2026

Wall Panel Boundary Conditions: Frequently Asked Questions

Wall panels in RISA-3D let engineers design and analyze multiple structural systems in a single model. Correctly applying boundary conditions at wall panels is critical to accurately represent the structure’s behavior. This FAQ answers common questions about how to set up wall panel boundary conditions and how RISA-3D handles them in the analysis. How do I apply continuous boundary conditions along a wall panel edge? 1. Open the Wall Panel Editor Double click on the wall panel in the 3D view to open editor Use this editor to customize the wall panel including adding openings, changing materials, and assigning boundary conditions 2. Select Boundary Conditions Click the Boundary Conditions button in the upper left corner under the Walls tab Use one of the preset options as a starting point: Free, Fixed, Pinned, or Roller For custom restraints, set each degree of freedom (DOF) to Reaction or Free 3. Assign Boundary Condition at an edge Click on a snap point along the edge of the wall where you'd like to apply the boundary condition The boundary condition will be applied to the entire length of the edge selected Once assigned, the wall boundary condition will show in orange in the model…

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February 18, 2014

How to Add a New Pattern to the Moving Load Database

RISA-3D and RISA-2D come with a default list of existing moving load...

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February 05, 2014

How to model a Geodesic Dome in RISA-3D?

In modeling what would be a rather difficult geometric structure, by using...

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January 02, 2014

Designing Built-Up Sections using RISA-3D

Use RISASection to find the properties of built-up steel sections, then...

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December 30, 2013

How Do I Model a Tapered Pipe?

Tapered members are common for metal buildings and pole-type structures....

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December 27, 2013

What are Web Doubler plates used for in RISAConnection?

For moment connections in RISAConnection there is an option to place web...

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November 20, 2013

Why Is My Beam Failing in Shear?

When solving a RISA-3D model you may find you have a Shear UC (unity...

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October 09, 2013

What is the Tau b Factor and how does it affect my analysis?

When solving a RISA-3D model with hot rolled steel members under the AISC...

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September 06, 2013

Why Are The Steel Beam Deflections So Large?

When solving a RISA-3D model with hot rolled steel members under the AISC...

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