February 28, 2026

Bridging the Gap: Real-World Coordination Challenges for Structural Engineers

Structural engineering isn’t just about calculations—it’s about making assumptions explicit, validating them against the built environment, and translating loads into actionable design decisions. Even perfect analysis won’t prevent problems if coordination fails. Here are four real-world cases that illustrate the challenges and solutions that practicing engineers face daily. Architect Coordination – “The Wall Section That Didn’t Exist” Project: Multi-story mixed-use building Challenge: The architectural drawings specified a wall section that was shallower than required for structural framing. Technical Issue: The structural model indicated that full lateral loads required a thicker wall cavity to properly anchor the framing. If built per the architectural drawings, the wall would have created clearance issues and compromised the lateral load path. Solution & Workflow: Compared architectural sections to the structural model in 3D. Highlighted discrepancies in the model and prepared annotated visuals. Shared a clear summary with the architect outlining why the wall depth needed adjustment. Outcome: The architect revised the wall section prior to construction. No field conflicts occurred, and the project stayed on schedule. Engineering Lesson: Always validate architectural assumptions against your structural model. Small dimensional mismatches can create drift, clearance, or lateral capacity problems. Contractor Coordination – “The Footing That Wasn’t There”…

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December 22, 2025

RISA Employee Spotlight: Deissy Flores

Deissy Flores is a Customer Success Specialist at RISA, where she helps...

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December 22, 2025

Why Engineers Switch Analysis Software at the End of the Year?

Year-End Is One of the Few Times Engineers Can Actually Rethink Tools Most...

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November 06, 2025

RISA Employee Spotlight: Jennifer Johnson

Jennifer Johnson is a Technical Support Engineer at RISA, where she helps...

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October 30, 2025

🎃 Trick or Treat… It’s RISA-Jeopardy! 👻

Halloween isn’t just for candy and costumes—it’s the perfect time to test...

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October 28, 2025

Why Maximum Moment Graphs Differ from Flexural Demand in RISA-3D

When the Graphs Don’t Match: Understanding the Controlling Case A common...

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October 17, 2025

The Hidden Tension Tie: When Rigid Diaphragms Meet Sloping Members

Rigid diaphragms in RISA-3D are a powerful way to model how floor systems...

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September 16, 2025

What’s New in ASCE 7-22?

The ASCE/SEI 7-22 Minimum Design Loads and Associated Criteria for...

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September 16, 2025

What’s New in ANSI/AISC 360-22?

The ANSI/AISC 360 Specification for Structural Steel Buildings is the...

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September 09, 2025

How to Use Multi-Period Response Spectrum Data for Seismic Load Generation?

With the adoption of ASCE 7-22, the concept of a multi-period response...

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