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Navigation: Home \ Graphic Apps \ CAD \ RISAConnection
RISAConnection4.0.2 by RISA Technologies, LLC.
Software Description:RISAConnection is a useful program designed to assist engineers in finishing steel structures by creating welds and connections between the elements. The program uses a visual approach but you can also enter data by editing the design spreadsheets.
type: DemoDownload RISAConnection
categories: design beam weld, create connection model, beam structure connection, create, design, beam
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|Released:||June 04, 2014|
|Platform:||Windows XP, Windows Vista, Windows Vista x64, Windows 7, Windows 7 x64, Windows 8, Windows 8 x64|
|Install||Instal And Uninstall|
|Add Your Review or Windows Vista Compatibility Report|
RISAConnection- Releases History
|Date Released:||Jun 4, 2014|
|Release Notes:||Added compatibility for the RISA-Tekla Link V4
Updated INI file behavior to explicitly add the database directory default location at the creation of the INI file.
Corrected an issue with the bolt prying calculations for the CSA code and single angle shear connectors.
Corrected a display issue where shapes that did not have a root / k value defined could cause odd images in the 3D view.
|Date Released:||Jan 5, 2014|
|Release Notes:||Enhancements / Corrections:
Added HSS connections:
Slotted brace connections for HSS Tube and Pipe braces
Knife Plate brace connection for HSS Tube and Pipe braces
End Tee connections for HSS Tube and Pipe braces
HSS Tube and Pipe columns for Shear Tab connections
HSS Tube columns for Clip Angle and End Plate shear connections
Added connections for the Canadian (S16-09) steel code:
Shear Tab connections to column or girder
Clip Angle connections to column or girder
Direct Weld Moment connection
Flange Plate Moment connection
Added metric bolt materials (A325M and A490M) as well as metric bolt sizes
Added Canadian materials for members and welds
Added WT Braces for Diagonal and Chevron braces.
Enhanced Bolt Prying calculations so that prying forces are included with Bolt Tension code checks.
Improved the calculation of the Shear Lag Factor (U) for angle braces to be less conservative based on the larger value of Case 2 or 8 from AISC Table D3.1.
|Date Released:||Aug 11, 2013|
|Release Notes:||· Modified the program to better support the RISA]Tekla link
· Enhanced the connection grouping behavior for integration with RISA]3D and RISAFloor. Properties which
· previously could only be modified at the connection group level may now be modified for individual
· connections within the group.
· Added slip critical information to DXF drawing output
· Enhanced the compression capacity calculations for various failure states to consider the case when KL/r > 25
· Removed Max Weld Length limitations in a number of connections for which it was not deemed applicable
· Overhauled the Rotational Ductility checks for shear tab connections. Previous checks were overly
· Modified weld assumptions for end plate shear connections to neglect fillet distance on either side of plate per
· AISC design examples.
· Improved the way we report local buckling checks for end plate stiffeners
· Corrected an issue in integration with RISA]3D / RISAFloor where RISAConnection could identify
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