Risa Tips & Tricks: How to Use Our Structural Analysis Software

August 24, 2026

LL vs. LLS in RISA: What's the Difference?

When defining loads in RISA, you’ll see two live load categories: LL and LLS. Both are live loads, but the preset load combinations incorporate them differently. Understanding this difference helps you assign loads correctly and get accurate results. Quick Definitions: LL = Live Load typical live load that qualifies for lower load factor in code 0.5 factor applied in applicable LRFD load combinations from ASCE 7 Standard factor applied in applicable load combinations from NBC LLS = Live Load Special higher or special use live load that does not qualify for lower load factor such as loading over 100psf, garages, and assembly areas. 1.0 factor applied in applicable LRFD load combinations from ASCE 7 Increased load factor applied in applicable NBC load combinations Why There are Two Live Load Categories The two categories exist to incorporate the different load factors required for the live load as prescribed in both ASCE 7 and NBC. In ASCE 7, an exception is allowed for the load factor applied to the live load in strength design (LRFD) load combinations. “The load factor on L in combinations 3a and 4a is permitted to equal 0.5 for all occupancies in which L0 in Chapter 4, Table…

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January 01, 2026

Top RISA-3D Features Engineers Underuse

Powerful Tools Don’t Help If They’re Left Unused Many engineers evaluate...

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December 26, 2025

Set Up 2026 Projects Faster: What to Standardize in RISA-3D

Why Standardization Pays Off More Than New Features Speed in structural...

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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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