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

October 26, 2026

Guide To: Manually Applying Lateral Loads to a Rigid Diaphragm in RISA-3D

Rigid diaphragms in RISA-3D distribute lateral loads across a floor without requiring the engineer to apply loads individually at each lateral member. Lateral loads can be generated automatically using RISA’s built-in load generator or applied manually when the engineer requires greater control over the load location, load category, or loading condition. When the built-in load generator is used, RISA-3D calculates the total lateral load, wind or seismic, and applies it as a point load. The program also creates additional nodes representing the structure’s center of gravity and offset locations relative to that center of gravity. These nodes allow the program to apply the primary lateral load as well as accidental torsion load cases associated with the specified eccentricities. When manually applying a lateral load to a rigid diaphragm, several modeling steps and stability considerations are required. This example demonstrates how to manually create comparable loading conditions to the built-in load generator for a rigid diaphragm in RISA-3D. This workflow applies specifically to models that use rigid diaphragms. It is not intended as general guidance for selecting a diaphragm type or for manually applying wind and seismic loads in all RISA-3D modeling situations. Engineers should first confirm that a rigid diaphragm…

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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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