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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March 20, 2015

Moving Load Point Load Generator now Available

A common question we get in tech support is “how can I verify my moving...

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March 12, 2015

Cold-Formed Steel Back to Back Design

Cold Formed Steel channels are often built-up as back-to-back sections to...

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March 10, 2015

What is a Semi-Rigid Diaphragm?

RISAFloor Concrete Floor Slabs can design be transferred into RISA-3D for...

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March 10, 2015

The Internal Force Summation Tool for Walls

You may be familiar with the Internal Force Summation Tool (IFST) that is...

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March 05, 2015

How to Model With Stem Walls in RISAFoundation

New in RISAFoundation V7 is a Stem Wall element. This element would be...

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February 26, 2015

Canadian Wood Design now Available

Timber design per the Canadian CSA 086-2009 design code is now available....

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February 17, 2015

What's New for Code Updates in RISA

New codes have been added to RISA-3D v13 and RISAFloor v9, these include:...

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January 15, 2015

Approximate Guidelines for Plate Meshing

It is important to submesh plate elements in your model in order to obtain...

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December 03, 2014

What do the Unbraced Length commands Segment and Lbyy mean?

Aside from leaving an unbraced length blank or inputting a fixed distance,...

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