Community

cancel
Turn on suggestions
Auto-suggest helps you quickly narrow down your search results by suggesting possible matches as you type.
Showing results for 
Show  only  | Search instead for 
Did you mean: 
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.
Submit Idea
Back to Robot Structural Analysis Products Forums Category
rokas_varanauskas
Submitted by Advocate on ‎01-30-2019 07:36 AM Submitted on ‎01-30-2019 07:36 AM Status: Gathering Support

Required Reinforcement of Beams - cover to reinforcement

Currently setting for required beam reinforcement only allows single concrete cover for both top and bottom faces. In many instances top cover with differ from bottom hence the request. Slab reinforcement already has this feature, this should be implemented in beam design. Thanks Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
yesterday55555
Submitted by Advocate on ‎10-22-2018 08:35 PM Submitted on ‎10-22-2018 08:35 PM Status: Gathering Support

Column Result and Column notes

Hello Robot team. I have been using RSAP for designing. I can see that RSAP is great for engineers. But I would like Autodesk will mind this my opinions on adding this to Colunm note for more detail of informations. And If it isposible, I would like the moment diagram in the Column note as well. Thank you.       Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Mouhammad_mazzaz
Submitted by Advocate on ‎08-01-2018 09:41 AM Submitted on ‎08-01-2018 09:41 AM Status: Archived

GIF ANIMATION

I suggest to add a gif animation to robot like that found in revit  like a short video explain each icon what can do in robot  Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎07-04-2018 08:05 AM Submitted on ‎07-04-2018 08:05 AM Status: Gathering Support

3D wind load simulation according to Eurocode

Hello,   AFAIK, it is actually impossible to generate wind load for complex 3D structure according to Eurocode in RSA. I can imagine how difficult this task is for the implementation. However, personally I think the following idea could be facilitate the task. Imagine we have to generate the wind load for a structure on the cladding faces (wall, roof):    - We choice a cladding     - We enter the wind pressure (q) and precise to RSA the nature of the cladding (wall or roof, height, length, etc), the wind load case (wind direction, internal pressure, etc) and RSA should automatically generate the wind load on this cladding (by dividing the cladding in several zone A, B, C etc according to Eurocode).   Although we have to do this task for each cladding, it should reduce a lot of manual works...   Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Submitted by Anonymous on ‎06-07-2018 12:18 AM Submitted on ‎06-07-2018 12:18 AM Status: Archived

Note de calcul qui ne s'affiche plus

Si une erreur concernant l'emplacement de votre élément se trouve dans la note de calcul, pour une poutre, l'erreur pour moi était le symbole multiplié "*" que Robot ne prend pas en charge, en le remplaçant par "- "ma note de calcul apparaît;"  Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎05-31-2018 05:11 AM Submitted on ‎05-31-2018 05:11 AM Status: Archived

Forme de pente

Bonjour, il serait bien lors de la création d'une poutre nous puissions appliquer des formes de pentes au plancher. Que se soit pour les poutres rectangulaires ou les poutres en T. Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎05-31-2018 05:01 AM Submitted on ‎05-31-2018 05:01 AM Status: Archived

Surface de coffrage/de béton et d'acier

Il serait bien que Robot puisse afficher la surface de coffrage qu'il considère dans son calcul mais aussi la section d'acier et le volume de béton qu'il considère pour son calcul de densité (kg d'acier/m3). Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎03-27-2018 10:34 AM Submitted on ‎03-27-2018 10:34 AM Status: Gathering Support

Local axis

I am having trouble choosing the correct local axis for my 3D structure( walls and slabs). Please can you guide me how to choose my local axis for the walls and slabs Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Submitted by Anonymous on ‎05-10-2017 12:44 AM Submitted on ‎05-10-2017 12:44 AM Status: Archived

Software

This is a list of software packages that implement engineering analysis of structure against.  Robot Structural Analysis Professional, Advanced structural analysis software, SAFI, 3D Structural analysis and design software Show More
Report
0 Votes
Vote
2 Comments (2 New)
POST A COMMENT
Submitted by Anonymous on ‎04-26-2017 12:59 PM Submitted on ‎04-26-2017 12:59 PM Status: Archived

virtual

By the way, I'm a 21-year-old boy, a student at the Annunzio Fisheries College. I'm attending studies at the engineering faculty of construction. Through various courses within my faculty I have had many really fascinating ideas about your software, principally autocad. I would like to be able to propose these ideas personally. I assure you that it will be worth it. Look forward to your news, in the meantime I will elaborate my paperwork in a paper format so that it is clearer in a possible encounter. Sincerely, Antonio antoniopalm96@gmail.com  Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎04-25-2017 08:04 PM Submitted on ‎04-25-2017 08:04 PM Status: Archived

slab

I am using robot structural analysis version 2015. The problem here is I cannot change materials or properties of my slab design. Attached picture. Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
7054109642
Submitted by Explorer on ‎02-16-2017 04:15 AM Submitted on ‎02-16-2017 04:15 AM Status: Gathering Support

stresses/design

Gentlemen. A few remarks regarding the model attached. Stresses-steel tube ( eg element 1203/combination 8): stresses resulting from Mx and My shoud not just add up   Angle design: CAEP angles behave as 45 deg rotated angles although in graphics interface are shown in xy orientation   For asymmetrical sections there should be an option for x/y to ksi/eta transformation of forces  (45 deg for equal angles ) and design in the new coordinate system   Regards Stefan Strojnik RTV Slovenija   Stefan.strojnik@rtvslo.si Show More
44 nepodajni temelj.zip
44 nepodajni temelj.zip
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
tom.krok
Submitted by Advocate on ‎08-31-2016 12:45 AM Submitted on ‎08-31-2016 12:45 AM Status: Gathering Support

Out of Plane Moment check for HS connection module

For every steelwork designer (especially in steel bridges) it would be a great improvement to be able to check a HS joint/connection for Out of Plane moment. Nearly every U-Frame steel bridge deck would require this check so it would help a lot and speed up the design iteration process.   Best regards,   Tom Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Submitted by Anonymous on ‎07-09-2016 04:07 PM Submitted on ‎07-09-2016 04:07 PM Status: Archived

instabilities and general errors

Hello,   I think those people who approach RSAP that meet  an error or instability Type , it would be interesting and useful a dedicated manual including videos showing how to correct as much as possible cases of common errors and instabilities (the forum has plenty of people having this kind of troubles), instead of a simply list of the errors in the user guide. More, it would be useful create complete videos (from modelling to final documents and drawings) about the most common type of project, such as concrete, steel, masonry, wood with foundations such as reverse beams, raft foundation etc etc.   Thank you and Best Regards Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎03-04-2016 09:57 AM Submitted on ‎03-04-2016 09:57 AM Status: Gathering Support

Taux de travail moyen d'un groupe de barres

Pouvez développer un calcul automatique du taux de travail moyen d'un groupe de barres, par exemple dans la fenêtre résultat.   ce ratio serait basé sur le poids d'acier.   exemple: Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Submitted by Anonymous on ‎12-28-2015 09:24 AM Submitted on ‎12-28-2015 09:24 AM Status: Archived

my new favorite robot

Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎11-12-2015 02:41 AM Submitted on ‎11-12-2015 02:41 AM Status: Gathering Support

steel deformation in rc design

Hi, is there a way to check steel strain value limits in RC design. Is it by default for each code ?  I don't see what is that value for EC2 code. We only see reinforcement. It will be nice to have opportunity to change strain by user (eps=0,01 or eps=0,02 ..etc).   Regards rm Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Submitted by Anonymous on ‎11-01-2015 01:03 AM Submitted on ‎11-01-2015 01:03 AM Status: Archived

Stiffnes Matrix

It will be very effictive if you allow user to manipulate stiffness matrix of the structure by adding or extracting it. very needy Show More
Report
0 Votes
Vote
1 Comment (1 New)
POST A COMMENT
Submitted by Anonymous on ‎10-28-2015 05:08 AM Submitted on ‎10-28-2015 05:08 AM Status: Gathering Support

VBA Projection Capture of a view

Hi,   Please can the list of results maps available for access under ParamsFeMap.CurrentResult be expanded to include the following: - Complex tab -  Tensile Reinforcement - Complex tab -  Compressive Reinforcement - Detailed tab -  displacement Z   Thanks in advance,   George Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Submitted by Anonymous on ‎09-29-2015 01:01 PM Submitted on ‎09-29-2015 01:01 PM Status: Gathering Support

Extraction of coordinate values and on the detailed analysis of the bars.

Good Night,   I'd like to know how to extract the coordinates and values of detailed analysis of the bars because I can't generate a spreadsheet with the intermediate nodes of the bar.   Tnks.   Rafael Baraldi Show More
Report
0 Votes
Vote
POST A COMMENT
POST A COMMENT
Report a website issue