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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January 17, 2019

RISAFloor & RISA-3D: Two Buildings on the Same Podium

RISAFloor is the RISA Building System’s floor design software which allows...

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January 03, 2019

What wood wall design method should I use?

RISA-3D is one of the few pieces of software on the market offering wood...

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December 20, 2018

How to Create and Apply A Custom Rebar Layout

Applying a Custom Rebar Layout in RISA-3D: To begin creating a custom...

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November 16, 2018

HSS Tube Moment Connections per CSA S16 now Available

Wide Flange beam to HSS Tube column moment connections can now be designed...

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November 16, 2018

Using & Disabling the Base Material Proration Factor

The base material at the location of a weld may have less strength than...

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November 16, 2018

Tapered Gusset Plates using Custom Angle

Modeling tapered gusset plates in RISAConnection is now easier than ever....

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November 16, 2018

Include Transfer Forces in Vertical Brace Connections

RISAConnection assumes by default that your vertical brace connection is a...

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November 15, 2018

HSS Tube Moment Connections per AISC 360 now Available

Wide Flange Beam to HSS Tube Column Moment Connections can now be designed...

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November 08, 2018

Mat Slab Overturning and Sliding Safety Factors

RISAFoundation v11.0 includes two new tabs in the Safety Factors results...

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