Bonjour, nous utilisons au quotidien robot dans le cadre de calculs de structure aluminium. nous attendons depuis très longtemps l'intégration des règles de pondérations Eurocodes 9 (EN 1999-1-1) pour l'intégration dans nos notes de calculs. nous pallions au soucis jusqu'à présent en travaillant avec les AL76/2000 mais nous avons de plus de plus de remarques sur le sujet auprès des organismes de contrôle. quand pensez vous les intégrer dans RSA? cdlt Show More

Think this could be a simple quality of life improvement: Being able to group steel connections into folders. For example: -Having a folder for Column base conections; -Having a folder for main structure connections; -Having a folder for secondary elements connections; -Having a folder for connections on part X of the structure; -etc.   At the moment, in projects with a lot of connections, the list easily gets big and confusing.   Thanks in advance Show More

implement ribbon menu Show More

I have doubts about RSA development is halted or moving very slow. We nearly have the next gen of Autodesk SW for this year and RSA only got a hotfix but no feature improvement. The UI is very old and not aligned with Autodesk ribbon style, and next gen EC is not implemented.    Also, there is no masonry, aluminium design for EC + we cannot get provided reinforcement for EN and BS EN codes for RC walls and deep beams too.    Users need to subscribe in order to use Autodesk SW so why the development team is waiting for whole year to just release small updates?  Show More

Please provide option for BS EN RC wall and deep beam 3D rebar detailing like on the French code.  Show More

This modeling option is really practical when using PPE lost formwok to save concrete, save reinforcement and of course save a lot of CO². (cf Daliform products) The slab inertia is hopefully well computed but not the real dead weight of the slab. The algorithm computes an equivalent slab based on revised inertia. Concequently the reinforcement computation and mapping are false as the armlength is drastically reduced compared to on site reinforcement, --> it artificially boost the reinforcement requirements which is not the proper conclusion. could you please revise the computation for this hollow slab ?     Show More

Integration of machine learning techniques within the software to automate repetitive tasks, improve accuracy, and provide intelligent recommendations. For example, the software could learn from previous structural analysis projects to suggest design modifications or predict potential failure modes. Show More

First. to show in a model the required reinforcement for beams and columns with stirrup spacing the diameter and legs number according Transversal reinforcement (Calculation Parameter Definition) Second. to show in a model the required reinforcement for beams and columns with number of bars the diameter of the bars according to Longitudinal reinforcement (Calculation Parameter Definition). Show More

W przypadku weryfikacji konstrukcji stalowych jest graniczny warunek zależny od długości pręta na przykład "f max < L\ 200" lub "f max < L\ 500" i tym podobne. W przypadku niektórych konstrukcji potrzebne jest konkretne ugięcie tak jak "f max < min (15mm ; L\ 200 )". Zmiana modułów do wymiarowania byłaby mała, a bardzo pomaga przy weryfikacji konstrukcji aluminiowych zgodnie z normą EN 13830. Proszę o wsparcie mojej idei. Pozdrawiam, Waldemar *** In the case of verification of steel structures, there is a limiting condition depending on the bar length, for example "f max <L \ 200" or "f max <L \ 500" and the like. Some structures require a specific deflection such as "f max <min (15mm; L \ 200)". Changing the dimensioning modules would be small, and it helps a lot in the verification of aluminum structures in accordance with EN 13830. Please support my idea. Regards, Waldemar Show More

It would be great to be able to plot the components of nodal displacements separately (Ux, Uy, Uz, Rx, Ry, Rz).  The results are present in the displacement table but a plot on the structure would be very helpful.    Show More

Hello,   If have been noticed that other 3D engineeringsoftware (SCIA engineer, AxsisVM, RFEM, etc.) have a model viewer. So other engineers can see the calculated results, like moments, reactions, displacement ect. This is very useful for presentation to other party's. It is not always possible to get a good presentation of the results in a picture or screenshot.    Maybe a model viewer voor RSA models is something for the future. I sure hope so!   Show More

Hi, it is unacceptable that this option is not available yet. It is a very basic function that all other software have. Show More

Hi All, As we know that concrete properties will change during the time. Its related to creep and shrinkage which will affect the modulus of elasticity during this the considered time which is will cause significant changes for high rise building when we check the column shortening.   Show More

I would be very useful to see a more detailed user manual with some complete step by step tutorials (especially RC buildings) as mentioned here here Also more verification manuals would be helpful. Show More

From robot and Revit 2023 version we cannot transfer provided reinforcement robot to Revit, I am not sure why Autodesk was removed it. And why we have to model all rebars that already were modelled in robot, why the extra work ?  Show More

Please could we add the updated South African design codes to Robot Structural Analysis.   I would like to see the following list of design codes added. Loading code SANS 10160 part 1 to part 8 of 2011 SANS 10160-1:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 1: Basis of structural design SANS 10160-2:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 2: Self-weight and imposed loads SANS 10160-3:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 3: Wind actions SANS 10160-4:2017 (Ed. 2.00) Basis of structural design and actions for buildings and industrial structures Part 4: Seismic actions and general requirements for buildings SANS 10160-5:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 5: Basis for geotechnical design and actions SANS 10160-6:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 6: Actions induced by cranes and machinery SANS 10160-7:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 7: Thermal actions SANS 10160-8:2011 (Ed. 1.01) Basis of structural design and actions for buildings and industrial structures Part 8: Actions during execution Concrete design code SANS 10100 part 1 and part 2 SANS 10100-1:2000 (Ed. 2.02) The structural use of concrete Part 1: Design SANS 10100-2:2014 (Ed. 3.00) The structural use of concrete Part 2: Materials and execution of work SANS 10144:2012 (Ed. 3.00) Detailing of steel reinforcement for concrete Steel design codes SANS 10160 part 1 and part 2 SANS 10162-1:2011 (Ed. 2.01) The structural use of steel Part 1: Limit-states design of hot-rolled steelwork SANS 10162-2:2011 (Ed. 2.00) The structural use of steel Part 2: Cold-formed steel structures Timber design code SANS 10163 part 1 and part 2 SANS 10163-1:2003 (Ed. 2.03) The structural use of timber Part 1: Limit-states design SANS 10163-2:2001 (Ed. 1.01) The structural use of timber Part 2: Allowable stress design     Show More

The first idea, add "Reinforcement calculator" to "Tool> below "Calculator"   The second idea, add "Reinforcement calculator" to "Slab - required reinforcement" tab "Scale". As result in the right bottom corner of the screen, we will see not only sm2/m as it works now but also the description.  For example, now we see 7.92                                        17.97                                        24.25 (sm2/m) After  this idea will be implemented we will see the result with descriptions                                           7*d 12 = 7.92                7*d 12 + 5* d 16 = 17.97  7*d 12 + 5*d 16 + 8*d 10 = 24.25    http://help.autodesk.com/view/RSAPRO/2017/ENU/?guid=GUID-F07C9C5F-075C-4FB0-89D5-D942A4E641BB Show More