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-2D (3)

February 23, 2012

How to Resolve a P-Delta Instability

What Causes P-Delta Instability in Engineering? Investigating P-Delta...

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August 18, 2011

Using Projected Loads in RISA-3D

RISA-3D, RISA-2D and RISAFloor have the capability to project distributed...

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June 16, 2011

How to Model a Hole in a Plate

While RISA-3D (or RISA-2D) does not have an explicit tool to punch a hole...

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March 31, 2011

How RISA-3D Handles Single Angles

The bending and axial code checks for single angles differ somewhat from...

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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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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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December 13, 2010

Rebar Design using the Internal Force Summation Tool in RISA-3D

When you have a plate model for a slab or wall in RISA-3D, the Internal...

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October 26, 2010

How to Use Spreadsheets More Effectively in RISA

RISA includes various advanced spreadsheet operations that make reviewing...

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June 14, 2010

How Do Plates Connect to Each Other?

To best understand how plates interact with each other you must first...

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