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…

Read More

October 20, 2016

Shear Splices between Slabs

In RISAFoundation v8, you can add a shear splice between slabs so that it...

Read More
October 19, 2016

Instabilities in RISA-3D with Flexible Diaphragms

In a model that contains both RISAFloor and RISA-3D data it is possible to...

Read More
September 07, 2016

Understanding the Slab Design Cut Results

In RISAFoundation, the user has the ability to manually draw a single...

Read More
August 31, 2016

Why Do My Wide Flange Members Fail in the AISC 14th Edition Code?

In RISA-3D’s addition of the AISC 14th Edition code we added Section E4...

Read More
August 17, 2016

How Does RISA-3D Account for Torsional Warping?

Twisting of a member or frame induces torsional forces and stresses. This...

Read More
August 16, 2016

Why Can’t I See My RISASection Shapes in the Shape Database?

When using RISA Integration between RISASection and RISA-3D, RISA-2D...

Read More
August 10, 2016

Use Wide Flange Braces in Vertical Brace Connections

RISAConnection now offers the ability to use a wide flange brace member in...

Read More
August 03, 2016

Use HSS Column & Beams in Brace Connections

RISAConnection v6 has added HSS tubes and pipes for Diagonal and Chevron...

Read More
July 27, 2016

Using Eccentric Chevron Brace Workpoints

RISAConnection now offers the ability to enter an eccentric work point for...

Read More

Subscribe to Our Newsletter

Our monthly "Structural Moment" newsletter is the best way to keep up with RISA’s product updates, new releases, new features, training events, webinars and more...