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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April 12, 2018

Weak Axis Column to Beam Moment Connections now Available

RISAConnection v8 now offers weak axis moment connections with beams...

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April 05, 2018

Seismic Load Consideration for Retaining Walls

RISAFoundation has the capability to consider seismic loading for...

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March 29, 2018

Two-Sided Shear Connection Design now Available

Now available in RISAConnection v8: the ability to design a Two-Sided...

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March 22, 2018

Utilizing RISA-3D for Seismic Design of Concrete Walls

In RISA-3D we now have the ability to design concrete shear walls for...

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March 15, 2018

Brace to Column Base Plate Design now Available

You may now design a Brace to Column Base Plate Connection in...

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March 09, 2018

Brace Design with Tapered Gusset Plates

In RISAConnection v8, you may now design a Knee Brace and Diagonal Brace...

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February 19, 2018

Masonry Cover Flexibility in RISA-3D

In RISA-3D we now have the ability to:

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February 03, 2018

What is the Difference Between Fixed and Reactions on Boundary…

In RISA-3D, you can define a boundary condition as Fixed (reaction will be...

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January 31, 2018

Improved Solution Speed

We are proud to introduce drastically improved solution times in...

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