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

April 7, 2026

What's New in RISAConnection v17?

RISA is pleased to announce the release of the latest version of RISAConnection v17.0. This release delivers major updates focused on keeping your steel connection design current with the latest codes while enhancing everyday connection workflows. The release of RISAConnection v17.0 incorporates the following enhancements and updates: Design to the latest steel design codes: AISC 16th Edition (360-22) and CSA S16-19 Added HSS beam-to-HSS column moment connection design per CSA S16-19 Expanded shape coverage using the AISC historical shape database Enhanced base plate and anchorage workflows, including grout pad modeling and concrete breakout check options Design to the Latest Steel Design Codes RISAConnection v17.0 now includes connection design per the AISC 16th Edition (360-22) Steel Construction Manual, allowing engineers to confidently design steel connections in accordance with the most recent AISC Specification used in the United States. In addition, this release adds connection design per CSA S16-19, expanding RISAConnection’s capabilities for Canadian steel projects and ensuring engineers can meet current Canadian steel design requirements. For Canadian users working with hollow structural sections, the release also introduces HSS beam-to-HSS column moment connection design per CSA S16-19, simplifying the design of these increasingly common framing configurations. Expanded Shape Coverage for Existing Structures…

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March 16, 2011

Using Transient Loads to Verify Applied Area Loads in RISA-3D

When a model is solved that contains Member Area Loads, the program...

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March 09, 2011

How Do I Investigate My RISA-3D Model Using the Deflected Shape?

When your RISA-3D model is not behaving as you anticipated, one of the...

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March 03, 2011

How to Use Seismic Factors in Load Combinations in RISA-3D

RISA-3D now has the ability to define the seismic parameters Rho, Omega...

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February 28, 2011

How To Generate Seismic Loads Automatically in RISA-3D

Applying seismic loads to structures with rigid diaphragms can be done...

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February 15, 2011

What is the Difference Between a Boundary Condition and an End…

In RISA-3D, there are numerous options for Member End Releases which...

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February 01, 2011

What is a “Default Deck” in RISAFloor?

To understand decks it is important to know what a deck is. In typical...

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January 06, 2011

How to Model X-Bracing in RISA-3D

There are several tips to modeling X-Bracing within RISA-3D that can help...

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December 21, 2010

How Can I Account For Continuous Tie Rods in RISA-3D Wood Walls?

Continuous tiedown systems are used to help resist overturning forces...

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December 16, 2010

How Should I Model Boundary Conditions for a Truss in RISA-3D?

When it comes to trusses in RISA-3D, boundary condition definitions (pin...

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