RSA list of required features and problems to be fixed (Reference List)

[mustafahesenow]

Hi Guys,

I know this is maybe only our dream and Autodesk not interested about it and all our featured Ideas didn't considered  . But even though we shouldn't loose the hope and possibly every thing will be changed in the future . 

For that I am posting this post to make it reference for all the required features and problems to be solved to make it easier for search and to let every body knows about it by just visiting it here .

So please Anyone has discovered problem after discussing it with our Expert @Artur.Kosakowski and support team and didnt find the solution please add this problem here as a post explaining what the problem  with link showing the original thread .

Many thanks.

#Save Our RSA.

[mustafahesenow]

Problem 1:

Diaphragm location of Slab the lab to be corrected (projected center of mass of the story on slab level instead of geometrical center of the slab).see link below.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm-problem-to-be-corrected/m-p...

[mustafahesenow]

Problem 2:

Core wall results (ability to view result of selected core wall not only altogether and results to be calculated for whole height of the core not at the center of first and last finite elements and ability to choose smoothing option (within the panel or without or global ).

https://forums.autodesk.com/t5/robot-structural-analysis-forum/diagram-of-core-walls-why-not-to-the-...

[mustafahesenow]

Problem 3:

Improving the code combinations regulation.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/code-combination-regulation-question/...

[mustafahesenow]

Problem 4:

Correction of Long Term Deflection calculation ACI Code For both of beams and slab and provide detail calculation note for this matter.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/immediate-and-long-term-deflection-as...

[mustafahesenow]

Problem 5:

Correction of Short RC column design as per ACI Code (Column Interaction Diagram Capacity )

https://forums.autodesk.com/t5/robot-structural-analysis-forum/disaster-1-in-rsa-rc-column-design-ac...

[mustafahesenow]

Problem 6:

Correction Of non sway column moment magnification procedure for Selender Column according to ACI Code (Column Design Module )

https://forums.autodesk.com/t5/robot-structural-analysis-forum/disaster-2-in-rsa-rc-column-design-ac...

[mustafahesenow]

Problem 7:

Correction Of  sway column moment magnification procedure for Selender Column according to ACI Code (Column Design Module )

https://forums.autodesk.com/t5/robot-structural-analysis-forum/disaster-4-in-rsa-rc-column-design-ac...

[mustafahesenow]

Problem 8:

For RC walls Design need to include buckling length and slenderness effects + need to include the out of plane moment and shear.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/disaster-1-in-rsa-rc-column-design-ac...

[mustafahesenow]

Problem 9:

Wind simulation problems ( taking into account surrounding building obstructs , Ability to change the height and width of the wind flow )

https://forums.autodesk.com/t5/robot-structural-analysis-forum/wind-simulation-problem/m-p/7450359#M...

[mustafahesenow]

Problem 10 :

Implementing DAM method for 2D Structures.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/direct-analysis-method-isnot-working-...

[mustafahesenow]

Problem 11:

Enhancing the Structural Phases and ability to save the collected result with the combinations as substructure.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/phases-construction-sequences-problem...

https://forums.autodesk.com/t5/robot-structural-analysis-ideas/phase-structures-preserving-combinati...

[Rafacascudo]

Problem 12

dampers + non linear Time History Analysis still not working

https://forums.autodesk.com/t5/robot-structural-analysis-forum/modal-analysis-and-damping/td-p/51994...

[mustafahesenow]

Problem 13

Enhancing Construction Sequence and make it easier process  for building .

https://forums.autodesk.com/t5/robot-structural-analysis-forum/phases-construction-sequences-problem...

[Rafacascudo]

Problem 14

Generated  RC tapered beam

https://forums.autodesk.com/t5/robot-structural-analysis-forum/weird-results-of-calculating-arc-cons...

old problem with taperde RC beams .Never solved .

See  https://forums.autodesk.com/t5/robot-structural-analysis-forum/rc-beam-tapered-bars-problem-with-sel...

[Rafacascudo]

One more

stiffness values for trapezoid orthotropic panel

https://forums.autodesk.com/t5/robot-structural-analysis-forum/trapezoid-plate-stiffness-matrix/m-p/...

[alfredmx]

Problem 16

Spikes due to prestress forces.

https://forums.autodesk.com/t5/robot-structural-analysis-forum/spikes-due-to-prestress-forces/td-p/7...

Regards,

[mustafahesenow]

Hi @Artur.Kosakowski

Can we pin this topic on top of the posts ?

Thanks .