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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Unbraced Lengths

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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December 03, 2014

What do the Unbraced Length commands Segment and Lbyy mean?

Aside from leaving an unbraced length blank or inputting a fixed distance,...

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November 19, 2014

What do the Unbraced Lengths represent?

Understanding unbraced lengths and how RISA software accounts for them is...

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November 12, 2014

How do Unbraced Lengths affect Analysis?

The axial compression and flexure strength of beams and columns is...

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June 01, 2011

How to Assign a Wood Roof Member’s Unbraced Length in RISAFloor

In RISAFloor, the beams are susceptible to two forms of buckling; Euler...

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April 20, 2010

How to Correctly Define Unbraced Lengths

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

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