I recommend you to fix the values of the Egyptian reinforcing bars (ECCS_203_2001) to be like that pic.     We usually correct it manually from it's .Xml file it's not working to change values from the program. The mild steel yield stress we use = 2.4 E+08 and  The high tensile steel yield stress = 3.6 E+08 Show More

Graphical presentation of notional loads generated while DAM analysis. Actually notional loads are not presented. It would be useful to see them in graphical way, for instance as Loads generated automatically. Show More

During multi span purlin (girt) design of cold formed sections (Z, C, Sigma) in practice we use overlap (doubled) section over supports.   It will be very useful to have a possibility to declare dobled section which all properties will be a sum of properties of both sections, eg.: Ix = Ix1 + Ix2 Iy = Iy1 + Iy2 Ax = Ax1 + Ax2 and so on...   Of course both profies should be from the same profiles family with the only difference in profiles thickness eg.: C300x1.5 + C300x2.5; Z250x2.0 + Z250x2.5 and so on... Show More

This feature needed because once I calculated wind loads with a wind simulation, I do not need claddings in 3d view but when I hide the panels all the slabs and claddings are affected too.   I just want to hide claddings like on the Tekla Structural Designer. I can hide wall panels separately on TSD but cannot do similar thing in Robot.  Show More

In the concrete sections, defined in Section Definition, we don't have the options to reduce inertia or impose some results. This is very usesfull when we modeling some bridge decks with precast beams and cast in place slabs. A good idea is to allow factors (as is possible in Steel and regular concrete dialogs) and to allow us to input the value.  Show More

Developp a plugin to import and refresh Rhino model made from the Grasshopper component. It allows complex parametric design with a minimum of code and it tends to be quite popular amoung the design community. It can be also used for formfindding problem etc ... Please see : http://www.grasshopper3d.com/ and http://geometrygym.blogspot.fr/ and http://www.youtube.com/watch?v=yAuH6Nu63nA   Some project are currently under developpement and I think Autodesk team shall be part of it or open a project like Octopus on that.     Show More

Bonjour,   Comme déjà demandé plusieurs fois, nous sommes toujours dans l'attente d'un module 'pied de poteaux' qui permettrait de traiter enfin correctement ces assemblages avec notamment la référence au CTICM (Article 4-2014).   Absence notamment de la vérification de la bêche, crosses en présence d'une bêche...   Merci donc de prendre en compte cette suggestion,   Cordialement,   Frédéric Show More

hi all, The strut-tie model approach has been recognized as an efficient methodology for the design of all types of concrete members with D-regions, and the approach has been accepted in design codes globally.It will be a powerfull tool in RSA . Show More

Hi, So I noticed that as the model gets bigger in size due to big number of elements the model tends to be slower and slower to manage. at this point, and editing in the model will consume lots of time. I think this happens because RSA saves all the information in one file and as the user edit the model, RSA saves the information in its location in the file and by the time RSA finds the location in the file and edit the code and regenerate that takes a significant time in some cases.. any file has total number of node more than 20,000 things start to get slower and slower. I hope the programmers can find an algorithm or a way to speed up working with large files. (may be by splitting iinput file into different files or something similar). Thanks Show More

Concerning ribbed slabs and through my experience as structural design engineer, i see the following:   1- In RSA, ribbed slabs can be defined through orthotroic tab. 2- It consists of 2 main objects; ribs and covering slab, the two main parts of that system. 3- It is so beneficial to add a separate option to display bending moment and shear force on the ribs only(for such slabs).   Greetings    Show More

Hi everyone,<br><br>It could be absolutely powerful if will be added the option to optimize each bar in the code check, as happened in SAP, in this way the user can define a family of cross section and each bar can be searched in this family. After the first optimization run it is possible to group some member into a "SAME-CROSS-SECTION" family and go on with the optimization and the checking of all the bars.<br><br>Greerings Show More

According to all design codes, an important note is the design straining actions. It would be useful if this option is provided automatically or manually made by user.  The pics shows my idea.   Robot default display                          Idea - displaying at column/support face   Show More

It will be very powerfull if you can add an option in the panels or claddings definition that allow you to create a node-dependent panel or cladding.   In this way if you need to modify the structure geometry by node coordinate, you can transfer this modification automatically in the panels or in the claddings, avoiding geometry imprecision in model definition.    It will be very powerfull in large models or in complex geometry model. Show More

IMPLEMENT THE USE OF LAYERS FOR A BETTER VIEW OF THE MODEL. Show More