RISA-3D is expanding its industry leading support for the analysis and design of various materials with the implementation of Seismic Design of Masonry Wall Panels according to the provisions of TMS 402-16 (as well as ACI 530-13). When creating a model in RISA-3D, users now have the ability to...
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...
RISA-3D Version 20 includes enhanced rotation tools which allow the user to better control their view of the structure. Users can now utilize click to rotate buttons about each axis (X, Y and Z) as well as define the rotation angle of each click/increment. For more information about these enhanced...
RISA-3D is a robust tool for the analysis and design of a variety of different structures. Whether users are creating simple or incredibly complex models, the need to be able to easily review precise results and create corresponding screenshots is paramount. As a result, RISA-3D Version 20 now...
RISA-3D continues to be at the cutting-edge of finite elements analysis software with the release of the Geometric Nonlinear Stiffness method for use during P-Delta analysis. Traditionally, RISA-3D considered P-Delta effects using a Standard Nodal Shear methodology which applies pseudo shear loads...
Engineers choose RISA-3D and RISAFloor for the design of all types of steel structures. As a result, we are constantly improving the software and its acceptance of various types of design elements and materials. The latest improvement includes back-to-back hot rolled steel channels which are now...
RISA-3D Version 20 now includes the ability to customize the view toolbar in a variety of ways, giving users more control over the interface and quicker access to the features they use most often. New features include custom "bins" with shortcut buttons, saved UI templates and "classic" mode. For...
Member Configuration The connection rule must be applied to both sides of the splice (either beam to beam or column to column)
Member Configuration The connection rule must be applied at the end of the beam (not the column).
