New features are now available in the recent release of RISACore (RISA-3D v22.0, RISAFloor v18.0, and RISAFoundation v16.0) . We are working hard to add the features and functionality that our customers have requested as soon as they become available. With that in mind, we have prepared a new...
RISAFloor ES allows users to analyze Long Term Deflection for Concrete Floor Slabs using "User Defined" as the design method. For more information on how to model Long Term Deflection in RISAFloor ES, follow our other article link below. In this article, you'll learn how to: Understand Deflection...
New features are now available in the recent release of RISACore (RISA-3D v21.0.1, RISAFloor v17.0.1, and RISAFoundation v15.0.1) . We are working hard to add the features and functionality that our customers have requested as soon as they become available. With that in mind, we have prepared a new...
The new ACI 318-19 concrete code has been implemented into RISA-3D v19, RISAFloor v15, RISAFoundation v13 and RISA-2D v19.
The new ACI 318-19 code has been implemented into RISA-3D v19, RISAFloor v15, and RISAFoundation v13. One of the biggest changes between the ACI 318-14 code and the ACI 318-19 code is the shear contribution provided by the concrete, Vc.
RISA is excited to announce the acquisition of ADAPT Corporation. Over the past 30 years, both RISA and ADAPT have focused on developing best in class solutions that directly respond to the needs of our customers and the market, while also maintaining the highest level of customer support. As a...
RISAFloor ES has the ability to check the Long Term Deflection with Creep and Shrinkage. The program uses an iterative method to adjust the plate stiffness until it converges upon a solution. You can setup all the necessary coefficients and factors in the Model Settings (as shown below).
The International Code Council just released the 2018 International Building Code (IBC) in August 2017.
RISAFloor Concrete Floor Slabs can design be transferred into RISA-3D for lateral design using either a Rigid Diaphragm or Semi-Rigid diaphragm. In RISA-3D, the wind and seismic loads are calculated and then applied into the diaphragm level to distribute the forces to the Lateral Resisting System.
