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. Load Definition and Application One of the primary drivers in industrial steel design is load characterization. Gravity loading is frequently dominated by: Concentrated equipment reactions Conveyor or material surcharge loads Pipe contents and thermal effects Construction and maintenance load cases These loads rarely align cleanly with member grids and often require explicit application at nodes or along members. Engineers must take care to apply loads at realistic elevations and attachment points to avoid unintentionally stiffening or softening the system. Lateral loads may be generated by wind, seismic, operational effects (e.g., surge or braking loads), or equipment-induced horizontal forces. For industrial structures, these loads are often not distributed uniformly and may govern localized members rather than the global system. Modeling…

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February 28, 2011

How To Generate Seismic Loads Automatically in RISA-3D

Applying seismic loads to structures with rigid diaphragms can be done...

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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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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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January 18, 2011

How to Model Tension-Only Bracing in RISA-3D

Before reading this, be sure to check out the article linked below on...

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January 06, 2011

How to Model X-Bracing in RISA-3D

There are several tips to modeling X-Bracing within RISA-3D that can help...

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December 29, 2010

What is P-Delta Analysis?

When a model is loaded, it deflects. The deflections in the members of the...

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December 21, 2010

How Can I Account For Continuous Tie Rods in RISA-3D Wood Walls?

Continuous tiedown systems are used to help resist overturning forces...

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December 16, 2010

How Should I Model Boundary Conditions for a Truss in RISA-3D?

When it comes to trusses in RISA-3D, boundary condition definitions (pin...

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November 29, 2010

How to Check Frame Story Shears in RISA-3D

When using rigid diaphragm analysis in RISA-3D it can be useful to...

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