What’s New in the NBC 2015?
October 26, 2018

What’s New in the NBC 2015?

The 2015 NBC compliant codes have been implemented into RISA-3D v17.0, RISAFloor v13.0 and RISAFoundation V.11.0!

Read More
ASCE 7-16 Is Now Available!
October 25, 2018

ASCE 7-16 Is Now Available!

The 2016 edition of ASCE Minimum Design Loads and Associated Criteria for Buildings and Other Structures (ASCE 7-16) is now available in RISA-3D v17.0, RISAFloor v13.0, and RISAFoundation v11.0!

Read More
Eurocode C1 Factor for Lateral Torsional Buckling
October 19, 2018

Eurocode C1 Factor for Lateral Torsional Buckling

Eurocode lateral torsional buckling capacity is calculated per equations in Annex F in the ENV 1993-1-1:1992. This calculation uses variables C1, C2 and C3. Since there is no generic formula in the Eurocode to calculate the moment gradient factor, C1, RISA will use the widely accepted López, Yong...

Read More
Updates to Wood Wall Aspect Ratio Limits in RISA-3D
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 aspect ratio was calculated as the full height of the wall divided by the width of the region.This was intended to accommodate balloon framed multi-story walls that were drawn as one continuous wall stack. With recent...

Read More
Wood Wall Panels - Straps vs Hold-Downs
October 11, 2018

Wood Wall Panels - Straps vs Hold-Downs

With the recent release of RISA-3D v17 the program now offers the user the option to use Chord Straps between floors of a wood shear wall building in lieu of using hold downs. Chord Straps are a great option for transferring tension load between floors of a multi-floor building and can be installed...

Read More
Partial Fixity End Releases in RISA-3D
October 4, 2018

Partial Fixity End Releases in RISA-3D

RISA-3D v17.0 now has the ability to model partial fixity member end releases. Partial fixity end releases can be utilized in RISA to model the behavior of a partially restrained or semi-rigid connection that cannot be idealized as fully fixed or pinned. Partially restrained connections are common...

Read More
Wood Design per AWC NDS 2018 Wood Code
October 2, 2018

Wood Design per AWC NDS 2018 Wood Code

The new AWC NDS 2018 code has been implemented into RISA-3D v17.0 and RISAFloor v13.0. To select this code for your design, simply choose this code from the Codes tab within Model Settings.

Read More
Analysis Offsets now Available
September 28, 2018

Analysis Offsets now Available

RISA-3D v15 includes "analysis offsets" which moves the centroid of the member for analysis allowing for flexibility in how members are designed. Let's use a WT brace to demonstrate how this feature can be utilized. When you model a WT brace it exists at the member centroid, which means that no...

Read More
Challenges when using Analysis Offsets
September 27, 2018

Challenges when using Analysis Offsets

In a previous article we discussed how the Analysis Offsets feature in RISA-3D works and how it can be used to model members at top of steel. In this article, we will discuss some specific situations and how the results change with the analysis offset set as top of member (local -y axis).

Read More