RISAConnection Version 13 now includes the ability to define vertical diagonal brace extended shear tab connections both with and without the use of gusset plates. This connection type was highly requested by users due to its usefulness in a variety of situations. For more information about this...
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).
One of the advantages of the RISA Building System is the ability to utilize and share model information (geometry, loading, etc.) between software packages. One such way, is the ability to define hot-rolled steel connections in RISAFloor and/or RISA-3D and then transfer them to RISAConnection for...
Member Configuration The connection rule must be applied at the end of the beam (not the continuous girder).
The AISC 341-16 and AISC 358-16 Edition changes have been implemented into RISA-3D v19.
Watch the recording of our webinar to learn how new versions of RISA-3D, RISAFloor, RISAFoundation and RISAConnection provide users with expanded design capabilities, improved product integration and new features including:
RISAConnection v12 now includes the ability for engineers to create and analyze custom anchor bolt layouts from scratch or using predefined templates. To learn more, check out the video below.
RISAConnection Version 12 now supports skewed shear tab connections. With this enhancement, engineers have the option to skew a wide flange, a tapered wide flange or a channel beam with the following supporting members:
