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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May 04, 2015

Ritz Vector Solver (Dynamics) now Available

RISA-3D v13 includes a new Ritz Vector Solver for the Dynamic analysis....

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April 22, 2015

Which Wall Footing Type Should I Use?

RISAFoundation has the ability to define different types of wall footings....

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April 15, 2015

How Do I Detach a Wall Panel From a Diaphragm?

The ability to detach a wall panel from a diaphragm was a feature added in...

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April 08, 2015

How can I transfer my slab design from RISAFloor ES onto drawings?

The ability of RISAFloor ES to design rebar for two way concrete slabs is...

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March 25, 2015

How are Unbraced Lengths coordinated between RISAFloor and RISA-3D?

In a RISAFloor model the columns and beams can be assigned unbraced...

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March 20, 2015

Moving Load Point Load Generator now Available

A common question we get in tech support is “how can I verify my moving...

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March 12, 2015

Cold-Formed Steel Back to Back Design

Cold Formed Steel channels are often built-up as back-to-back sections to...

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March 10, 2015

What is a Semi-Rigid Diaphragm?

RISAFloor Concrete Floor Slabs can design be transferred into RISA-3D for...

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March 10, 2015

The Internal Force Summation Tool for Walls

You may be familiar with the Internal Force Summation Tool (IFST) that is...

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