January 27, 2026

Structural Analysis Considerations for Industrial Steel Structures

Industrial steel structures—such as pipe racks, material handling systems, transfer structures, and equipment supports—present a distinct set of challenges compared to conventional building design. These systems are often governed by heavy equipment loads, irregular geometry, non-building load combinations, and serviceability or constructability constraints that demand careful analytical judgment. Unlike repetitive floor-framed buildings, industrial structures tend to be highly bespoke. Each project requires deliberate decisions around idealization, load application, boundary conditions, and analysis method to ensure the model reflects real structural behavior. Industrial Steel Starts With Load Behavior, Not Geometry Industrial structures are governed by: Concentrated equipment reactions Eccentric gravity loads Operational and thermal effects Wind and seismic loads applied to open frames, not diaphragms RISA-3D modeling tip: Model loads where they physically act Apply equipment loads at true attachment points, not “clean” nodes Use point loads, line loads, and plate surface loads instead of smeared tributary assumptions For wind on open frames, use Open Structure Wind Loads so projected area — not member count — controls demand If wind pressure varies around complex geometry, projected plate loads (PX, PY) allow RISA-3D to calculate realistic force reduction automatically — something that would be painful to do by hand. Torsion Is Often…

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RISA-2D (3)

February 23, 2012

How Do I Resolve a P-Delta Instability?

Investigating P-Delta instabilities in RISA-3D (or RISA-2D) can be...

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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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