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…

Read More

RISA-3D (31)

June 14, 2010

How Do Plates Connect to Each Other?

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

Read More
May 24, 2010

Define a Beam Eccentricity in RISA-3D

When you have a deep column, it is necessary to model the beam so that it...

Read More
April 20, 2010

How to Correctly Define Unbraced Lengths

There are four different values for Unbraced lengths in RISA-3D, RISA-2D...

Read More
March 26, 2010

What Are Physical Members?

Members (beams, columns, braces, etc.) are defined in RISA by an I-Node...

Read More
March 19, 2010

How to Model a Two-Dimensional Component in RISA-3D

If you have ever tried to solve a two-dimensional model in RISA-3D, you...

Read More
March 17, 2010

Do You Ever Get the “LOCKED” Message on a Simple Beam Model?

Do you get an instabilities warning when you’re trying to do a simple 2D...

Read More

Subscribe to Our Newsletter

Our monthly "Structural Moment" newsletter is the best way to keep up with RISA’s product updates, new releases, new features, training events, webinars and more...