This page contains a list of Known Issues found in the current version of STAAD.Pro CONNECT Edition identified after the application has been released.
Note that for the Known Issues that may be of concern that are known to exist in the application at the time of release, please refer to the section Known Issues of the ReadMe that is part of the installation and can be accessed from the Help backstage of the application.
For High and Critical Known Issues that have been identified in builds of STAAD.Pro V22, see V22 Known Issues
For known issues that relate to earlier V8i versions of STAAD.Pro see V8i Known Issues
User ID missing from the Output Report
The .std files are not showing up with the STAAD.Pro CE icon
Error Unhandled Exception when trying to open the editor in STAAD.Pro Connect Edition
Existing custom steel section databases cannot be opened in the STAAD.Pro CONNECT Edition
Exception message reported when starting STAAD.Pro CE
Software crashes observed in STAAD.Pro CONNECT Edition 22.02.00.26
Black Force Diagrams, Small Fonts or Color Changes
Run Analysis option is greyed out
Error when trying to create analytical model from the physical model
When trying to import an ISM repository into STAAD.Pro, the Run option is grayed out
A "Failed to save document" error reported while creating a new model
The Parametric Models Fails to Generate Mesh
Crash when defining beam offsets
Members/Surfaces cannot be copied unless corresponding nodes are selected
Error in reading user table General type sections with profile points
Value of Basic Wind Speed generated as per the ASCE code cannot be edited using the GUI
The Latitude parameter(IBC 2012) is being incorrectly set to zero
New material with custom properties cannot be added in the STAAD.Pro Physical Modeler
Unity ratio displayed for only one member when designed as per AISC 360-16
Error in LTB Check as per Canadian S16-14 Code
Incorrect Bending Capacity reported for Single Angles designed as per Canadian Steel Design Code CSA S16-09 or CSA S16-14
STAAD.Pro is considering incorrect Cw values in some situations leading to incorrect LTB capacity calculations when designing per AISC 360-16
Elastic section modulus is incorrectly calculated for I section with cover plates for design as per AISC ASD (9th Edition)
Error in design of single angles as per AISC 360-16
CSA S16-09/14/19 ignores user provided shear areas for UPT ISECTION and UPT WIDE FLANGE
STAAD.Pro crashes after an analysis of a model with connections
Failure to process negative accidental eccentricity factor in Response Spectrum Analysis per IBC
Connection Design
Connection Design workflow crash opening a model with unchecked countries
Connection Design workflow crashes opening model with connections defined in V22 Update 5 or earlier
STAAD.Pro Support Solutions