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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November 16, 2018

Include Transfer Forces in Vertical Brace Connections

RISAConnection assumes by default that your vertical brace connection is a...

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November 15, 2018

HSS Tube Moment Connections per AISC 360 now Available

Wide Flange Beam to HSS Tube Column Moment Connections can now be designed...

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November 08, 2018

Mat Slab Overturning and Sliding Safety Factors

RISAFoundation v11.0 includes two new tabs in the Safety Factors results...

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November 02, 2018

Masonry Lintel Analysis using FEA

In RISA-3D, the current method of design for masonry lintels is Simply...

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November 01, 2018

Soil Overburden on Mat Slab

RISAFoundation can apply soil overburden to a mat slab to account for the...

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October 26, 2018

What’s New in the NBC 2015?

The 2015 NBC compliant codes have been implemented into RISA-3D v17.0,...

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October 25, 2018

ASCE 7-16 Is Now Available!

The 2016 edition of ASCE Minimum Design Loads and Associated Criteria for...

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October 19, 2018

Eurocode C1 Factor for Lateral Torsional Buckling

Eurocode lateral torsional buckling capacity is calculated per equations...

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October 18, 2018

Updates to Wood Wall Aspect Ratio Limits in RISA-3D

With the initial implementation of wood wall design in RISA-3D, the wall...

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