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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RISAFloor (11)

July 12, 2016

Camber Design Rules in RISAFloor

RISAFloor has the ability to assign camber design rules which allow the...

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January 07, 2016

Mechanically Graded Wood Design now Available

Mechanically graded wood materials have been added for the AWC NDS 2015...

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December 22, 2015

Wood Design per AWC NDS 2015 Wood Code

The latest versions of RISA-3D and RISAFloor now incorporate the AWC NDS...

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December 16, 2015

Concrete Design per ACI 318-14 Concrete Code now Available

The new ACI 318-14 code has been implemented into RISA-3D v14, RISAFloor...

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November 10, 2015

How Do I Define Specific Member Sizes in RISAFloor?

RISAFloor is a design program in which it takes basic shape criteria about...

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October 28, 2015

Tolerance Between SP Joists vs. Normal Joists

Have you been in RISAFloor performing a steel product design and noticed...

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September 22, 2015

Why Did the Wood Design Values Drop?

You may notice discrepancies in the wood design values when comparing RISA...

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September 09, 2015

Why don’t the Beams in my Frame have axial force?

The beams in a lateral force resisting system, such as a braced frame or...

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September 02, 2015

How should I model beams in Revit to make them import into RISAFloor…

Revit offers two options for setting the elevation of beams. The way these...

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