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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April 20, 2011

Refining Area Load Distribution in RISA-3D

After solving a model with Member Area Loads, RISA-3D will automatically...

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April 18, 2011

Using Sum of Reactions in RISA-3D

RISA-3D will now check your model for errors by summing the reactions in...

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April 13, 2011

How Do I Change the Member Type in RISA-3D?

In RISA-3D, there are many different applications that require you to...

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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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March 31, 2011

How RISA-3D Handles Single Angles

The bending and axial code checks for single angles differ somewhat from...

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March 30, 2011

How to Apply the Seismic Provisions in RISA-3D

The Seismic Provisions in RISA-3D will check various design and code check...

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March 30, 2011

What Are the Seismic Design Rules in RISA-3D

The Seismic Design rules can be found in RISA-3D on the Data Entry toolbar...

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March 16, 2011

Using Transient Loads to Verify Applied Area Loads in RISA-3D

When a model is solved that contains Member Area Loads, the program...

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March 09, 2011

How Do I Investigate My RISA-3D Model Using the Deflected Shape?

When your RISA-3D model is not behaving as you anticipated, one of the...

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