Light-framed construction has become increasingly prevalent in mid-rise and modular development, driven by its cost-efficiency, speed of construction, and adaptability. But with flexibility comes complexity. Engineers designing with wood and cold-formed steel (CFS) must navigate a unique set of...
In RISAFloor (and RISA-3D), the entire NDS species list is available as well as glulam materials but you may need to design a wood product that is not available in the program. In RISAFloor, you can create custom wood materials and wood schedules. Save these to your RISA databases and then your...
Do you need to include effective length, le, per NDS Table 3.3.3 for your wood design? Yes? While RISA-3D does not automatically follow this le procedure per NDS Table 3.3.3, you as the engineer can input these values once you have them calculated. Inputting the effective length value in RISA-3D...
We are pleased to announce our latest RISA-3D release. Our teams have been working hard to add the features and functionality that our customers have requested as well fix some of the issues that have been reported. New features in this release include:
If you have utilized Hold-Down's in RISA-3D, you have mostly likely noticed that a value of CD is reported for each selection in the database. However, it may not be clear how it is being used?
Learn how to load and design individual beam and column wood members in RISACalc.
Strength Design (LRFD) according to the AWC-NDS 2015/2018 code has been implemented into RISAFloor v14.0. To select this code for your design, simply choose this code from the Codes tab within Global Model Settings.
