Combatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD OFFSHORE.

dear friends,

                 we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE. Because of this combatibility issues we are facing lots of problem. we are really losing lot of time in researching whether it considered all in staadpro or not. below or available in staad pro not working in staad offshore. Please kindly help us if any one solves this issue.

List of commands not reconsied by staad offshore.

1.Section propery table for pipes

2.fire proofing loads in specification

3. Repeat load

4. Notional load

5. Referense loads

6. Load factors applied in selfweight commands.

7.Floor/Area loads

there may be other issues but right now we figured out these issues.

Please kindly let us know if any body know how to solve this

Regards

Bagmass

 

 

 

Parents
  • We have identified the issue with regard to some section properties not being recognised by STAAD.Offshore.  These are sections that are classified as HSS, hollow structural sections, rather than PIPE.  We should be addressing that early in the new year.  In the meantime, I would recommend using defined pipe sections with the required external and internal diameters.

    The transport loading module was not designed to use any loading from STAAD.Pro as additional masses, but we added the functionality to allow nodal loads and UDLs to be imported as masses from a given load case. Many of the other forms of loading are complex and requires a STAAD analysis to resolve into equivalent menber/node loading.  You may find that you can define you loading in STAAD, run the analysis with the command PERFORM ANLYSIS PRINT LOADING and create a new load case with these loads which you can import in the STAAD.Offshore file.



Reply
  • We have identified the issue with regard to some section properties not being recognised by STAAD.Offshore.  These are sections that are classified as HSS, hollow structural sections, rather than PIPE.  We should be addressing that early in the new year.  In the meantime, I would recommend using defined pipe sections with the required external and internal diameters.

    The transport loading module was not designed to use any loading from STAAD.Pro as additional masses, but we added the functionality to allow nodal loads and UDLs to be imported as masses from a given load case. Many of the other forms of loading are complex and requires a STAAD analysis to resolve into equivalent menber/node loading.  You may find that you can define you loading in STAAD, run the analysis with the command PERFORM ANLYSIS PRINT LOADING and create a new load case with these loads which you can import in the STAAD.Offshore file.



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