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

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

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

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

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

Hi   I use AutoCAD (Plant 3D, P&ID, Advance Steel), Autodesk Inventor, and I find usefull hitting the space bar to call the last command, also it would be nice to work/option in Autodesk Robot.   Thanks for your time 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

I have recently been introduced to the use of Dynamo in Robot which I understand only became available in Version 2022 so is far from comprehensive but despite the current limitations, I absolutely love it and how it works!!!  So quick and easy to build and analysis models of common, repetitive structure types.  There are however a number of built-in nodes that would be incredibly useful which I summarise as follows:   Assigning rigid links. Looking up section properties for defined sections (e.g. if I have defined a beam of say a 510 UB 92, to be able to look up the beam depth from the database and use that as a parameter to pass off to other nodes). Defining and assigning design properties to members. Modifying the LoadCase -> ByNature node to enable the ability to manually assign a Load Case Number. Define load combinations. Define the printout composition and generate graphical printouts of results.  Additionally, I have noticed while experimenting with Dynamo in Robot in that periodically, there seems to be some sort of conflict the arises between what Dynamo generates and what appears in Robot.  I suspect it is to do with the numbering system Robot used for analytical nodes and members.  For example, if I make major changes to the node connections in Dynamo, the numbering system for analytical nodes seems to get confused in that I get a list of analytical nodes in Robot that appears in the Object Selector but are not visible in the model and are not editable/cannot be deleted.  This also seems to happen if I have made some manual edits in Robot.  The results is that the Robot model stops updating, presumably because these 'ghost' nodes are interpreted either by Dynamo or Robot as already existing and therefore do not require updating.  The workaround is to start a completely new and blank Robot model which works but is less than ideal.  This is a hard item to describe so I have attached the Robot and Dynamo Script files to this post.   Anthony   Edit:  Apparently I can't attach the .rtd file here?   Show More

Since 1 december 2011 steel code SNiP II-23-81 not used in Ukraine. Show More

In practice, any engineer is faced with the tasks of the design of retaining walls. At this point in the RSA is not implemented calculation and design of retaining walls. Dear colleagues, I propose to vote the idea included in the RSA development plan.   p.s. This calculation is implemented in such Monomakh-SAPR a very long time.   Show More

I opened "Detailed Analysis- Maps on bar" then I pressed "Structure deformation" to show maps on bars deformation and found that there no maps of deformations at all. First, please provide opportunity to show maps on bars deformatin. Second, it would be nice to see the legends of deformation by color with the descreptions on the right bottom coner of the screen. Third, to show the deformation maps on bars in X, Y, Z derection separatly. Thank you. Translated for russian speakers: В закладке карты деформаций на стержнях, карт нет. Есть только деформированная схема. Первое: хотелось бы видеть цвета на стержнях. Второе: значения деформаций в правом нижнем углу по аналогии с Lira или SCAD. Третье: показывать деформации в X Y Z направлении отдельно. В данный момент это векторные перемещения. Перемещения по направлениям можно найти только в свойствах узла. Прошу проголосовать за эту идею, спасибо.     Show More

Convert the reactions to forces.   First explanation. The purpose is that one structure would work completely independent from another structure. For example I have the wood roof on the steel truss. In case the roof wood elements would be destroyed the truss will carry the loads from the roof. In one model the steel truss share the forces with wood element. That is why the idea is to apply to the steel truss reactions of the roof as forces.   Additional explanation. I need to replace the structure with forces. If I add the structure, this structure will carry (share) the forces. I do not need it. I need to see the impact of forces only. Without the wood beams the steel truss will get higher displacement and in the elements of the steel truss will be higher Fx forces in the steel elements of the truss.   Conclusion. I can apply the reactions as node loads. I did so and it works perfectly, but it takes time. I thought that there would be kinds of solution to do it faster and easier. Thank you.     Show More

Include table format for contour geometry including vertexes, line types (straight or arc) and local axis. Include table to assign contour type (eg. panel, opening, cladding, load region) This will help integration with Excel Show More