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

October 29, 2026

5 Frightening RISA-3D Modeling Errors That Can Haunt Your Results

Spooky season is here with ghastly ghosts, glowing jack-o’-lanterns, and wicked witches around every corner. While Halloween scares can be fun, unexpected surprises in a structural model are a different story. This spooky season, keep an eye out for a few frighteningly common modeling issues in RISA-3D. Catching these modeling concerns early can help you create models that are a treat to analyze, not a trick. 1. Locked Nodes Does it ever feel like there’s a ghost in your model? You run your analysis and discover a LOCKED reaction in the results. Don’t be scared, these reactions are not supernatural. They are created by RISA-3D when the model is not adequately supported for a specific degree of freedom. Locked nodes provide temporary restraint to help stabilize the model during analysis, but they should not be treated as the final solution. Because these added restraints do not report the load removed from the model, they can obscure the intended load path. Investigate and resolve the underlying instability so you can confirm that loads are transferring through the structure as expected. For a closer look at common sources of RISA-3D instability warnings and ways to troubleshoot LOCKED reactions, read The Ultimate Guide…

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RISA-3D (21)

April 12, 2017

CSA O86-14 Canadian Wood Code now Available

The new CSA O86-14 code has been implemented in RISA-3D v15.0 and...

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February 15, 2017

CSA S16-14 Canadian Steel Code now Available

RISA-3D now supports hot rolled steel design for the Canadian market...

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January 11, 2017

What's New in IBC 2015?

These include:

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December 16, 2016

Viewing Coordinates in Cursor Display

In RISA-3D, RISAFloor, and RISAFoundation the cursor now provides...

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November 16, 2016

How the Analysis Offset feature can be used to design WT Braces

In the RISA-3D when you model a WT brace it exists at the member centroid,...

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November 02, 2016

Basic Code Terms for Seismic Behavior and Why We Use Them

Seismic Forces are generated automatically using seismic parameters R,...

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October 19, 2016

Instabilities in RISA-3D with Flexible Diaphragms

In a model that contains both RISAFloor and RISA-3D data it is possible to...

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August 31, 2016

Why Do My Wide Flange Members Fail in the AISC 14th Edition Code?

In RISA-3D’s addition of the AISC 14th Edition code we added Section E4...

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August 17, 2016

How Does RISA-3D Account for Torsional Warping?

Twisting of a member or frame induces torsional forces and stresses. This...

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