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Robot Structural Analysis Ideas
Share ideas for future product features directly with the Robot Structural Analysis team and collaborate on existing suggestions with your peers.
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umut.akparlar
Submitted by Collaborator on ‎07-16-2024 02:55 AM Submitted on ‎07-16-2024 02:55 AM Status: Gathering Support

Nastran Solver for RSA 3D solid design

Hi,   Inventor users can use Nastran Solver for 3D solid members.    Kindly consider adding similar feature to RSA too.    Thanks  Show More
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ArunNDinesh
Submitted by Enthusiast on ‎09-13-2023 03:51 AM Submitted on ‎09-13-2023 03:51 AM Status: Gathering Support

(W&A) FE Results API for Nxx, Nyy

Unable to call the Complex(W&A) FE stress results for Nxx, Nyy Tensile and compressive results through API.  FEcomplex.Nxx or Nyy are missing   Show More
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ArunNDinesh
Submitted by Enthusiast on ‎08-08-2023 07:59 AM Submitted on ‎08-08-2023 07:59 AM Status: Gathering Support

RCC slab design module EC-1992 DK/NA- Shear check

Please add the normal shear check for RC slabs in the design module of ROBOT 2023 or new versions   Show More
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umut.akparlar
Submitted by Collaborator on ‎04-19-2023 04:24 AM Submitted on ‎04-19-2023 04:24 AM Status: Gathering Support

RC walls BS-EN 1992-1-1:2004 NA:2005 option implementation request

We cannot use RC wall design and reinforcement detailing using BS-EN 1992-1-1:2004 NA:2005.    Kindly add RC wall design option using BS-EN 1992-1-1:2004 NA:2005.      Show More
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umut.akparlar
Submitted by Collaborator on ‎03-23-2023 01:21 AM Submitted on ‎03-23-2023 01:21 AM Status: Gathering Support

RC WALL-DEEP BEAM PROVIDED REINFORCEMENT, DRAWINGS AND DETAILING FOR EUROCODE

There is no option for RC wall - deep beam provided reinforcement option like on the ACI-318 or French Code. I think this option will be a great addition to Eurocode users.  Show More
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ssiamregn
Submitted by Explorer on ‎11-25-2022 11:14 PM Submitted on ‎11-25-2022 11:14 PM Status: Gathering Support

Seismic analysis

seismic building analysis based on Eurocode 8 story mass differ note properly calculated on RSAPRO but Etabs calculate properly what is my mistake I done?   Show More
RSAPro EC 8 seisimic modeling.zip
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