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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RISAFloor (14)

August 02, 2011

How to Assign Column Base Boundary Conditions in RISAFloor

Column boundary conditions are set in RISAFloor per the Splice Type that...

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July 19, 2011

How to export a model to DXF

RISAFloor, RISA-3D, and RISAFoundation all allow the user to export a...

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June 03, 2011

How to Model Trusses in RISAFloor

In RISAFloor on the roof level, you layout only the top chords of the...

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June 01, 2011

How to Assign a Wood Roof Member’s Unbraced Length in RISAFloor

In RISAFloor, the beams are susceptible to two forms of buckling; Euler...

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May 26, 2011

How to Represent Trusses in RISAFloor Model Without Modeling the…

Using this method in RISAFloor, we are not actually designing the trusses,...

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April 06, 2011

What are the Unbalanced Forces on Beams?

V-Brace frames in RISA-3D seismic design have unbalanced forces shown on...

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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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October 26, 2010

How to Use Spreadsheets More Effectively in RISA

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

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September 14, 2010

How to Model a Building on a Hill

When dealing with a sloping site, it is often necessary to step-down the...

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