December 5, 2023

Uploading a CSV file to RISA's Customer Portal

The RISA Customer Portal provides access to all your account information, including installation downloads, licenses, usage stats and the ability to easily manage yearly software renewals. Coming soon, you will be able to bulk upload users to the Customer Portal from a CSV excel file!

To access the RISA Customer Portal, click the link below:

Customer Portal

To learn more about adding uploading users to RISA's Customer Portal, including its features and the benefits it provides, watch the video below.

For questions about the RISA Customer Portal or to speak with someone about setting up your account, contact our support team using the link below

Tags: New, Licensing, RISA Customer Portal

February 15, 2022 | RISA-3D, Walls, RISAFloor, Concrete, New, Canadian

Canadian Concrete (CSA A23) Wall Panel Design in RISA

The CSA A23.3-14 Concrete Design Code has been implemented into RISA-3D v20 and RISAFloor v16 for concrete wall panels. These walls can be designated and designed as either gravity only or lateral elements in RISAFloor when designing a complete building utilizing concrete walls. Prior to this release, only ACI codes were supported for the design of concrete wall panel elements. When using the new A23.3-14 code for the design of concrete wall panels, the software incorporates the following limit state checks: In-Plane Bending Out-of-Plane Bending Combined Axial + Bending In-Plane Shear Out-of-Plane Shear Various Geometry & Rebar Checks per Clauses 14.1.7 & 14.1.8 For more information about concrete wall panel design in RISA, visit the Wall Panel section of our Online Help:…

February 19, 2018 | RISA-3D, New, Masonry

Masonry Cover Flexibility in RISA-3D

In RISA-3D we now have the ability to: Define a cover other than the minimum from the ACI 530 code provisions Define a single reinforcing bar that is non-centered in a grouted masonry cell From the Wall Design Rules in RISA-3D: We can see here that a new option is available in the Bar Placement column called Non-Center that allows you to place a single non-centered bar in a cell. The Cover then allows you to specify the distance from the exterior of the masonry block to the extreme fiber of the reinforcement. The default cover value is defined as Min. The Min input will use whichever governs between these two sections of the specification (ACI 530-13): Section 6.1.3.5 states a minimum distance between the inside of the face shell and the reinforcement is required. RISA is conservative and always assumes this to be 1/2″. Thus, the cover calculated in this fashion = t_faceshell + 1/2″ Section 6.1.4 requires a cover dimension = 1-1/2″ or 2″ depending on bar size and whether the masonry is exposed to weather. In the program this is always assumed to be 1-1/2″. Thus, the Min term will create a cover equal to the maximum…

March 22, 2018 | Seismic, RISA-3D, Concrete, New, Shear Walls

Utilizing RISA-3D for Seismic Design of Concrete Walls

In RISA-3D we now have the ability to design concrete shear walls for seismic forces. There are 3 main aspects to concrete shear wall design. We will explain them here. Pier Design: ACI 318-14 Section 18.10.8 defines the wall pier design parameters. Coupling Beam Design: ACI 318-14 Section 18.10.7 defines the coupling beam design parameters. Boundary Zone Design: ACI 318-14 Section 18.10.6 defines the boundary zone design parameters. Currently RISA-3D determines whether a boundary zone is required or not per Section 18.10.6.3. These results are then condensed into a single code spreadsheet view complete with code checks. For details on the calculations and the additional reinforcement checks, search Concrete Walls – Seismic Design topic in the RISA-3D help file. RISA Help File Additionally, check out the video below for more information concerning concrete wall design for seismic forces…