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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June 13, 2011

How Do I Avoid Instability Warnings in a RISA-3D Model?

Have you ever received an instability warning when running a three...

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June 03, 2011

How to Model Trusses in RISAFloor

In RISAFloor on the roof level, you layout only the top chords of the...

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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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May 26, 2011

How to Represent Trusses in RISAFloor Model Without Modeling the…

Using this method in RISAFloor, we are not actually designing the trusses,...

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May 24, 2011

How to Apply a Tapered Load to Plates in RISA-3D

It’s easy to apply tapered surface loads to plates in RISA-3D by stepping...

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May 23, 2011

How to Apply Notional Loads in RISA-3D

In RISA-3D you can automatically apply notional loads to your structure to...

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May 10, 2011

Are You Receiving Instability Warnings for Your Truss Model in…

When running a truss model in RISA-3D or RISA-2D, it’s quite common to...

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May 03, 2011

How Do I Consider Welded Aluminum Connections in RISA-3D?

In Aluminum design, the welded areas have a decreased material strength...

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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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