Hello, Here i would like to share ideas for the Core Diagrams Presentation. It is quite annoying that when activating Core diagrams that are located in the same plan of the panel, it is necessary to turn of thickness or the panel interior. It would be preferable that diagrams pop-up over the panels in order to see the info clear.   Thank you very much   Show More

Please implement the "7 degrees of freedom analysis" that is being supported by more and more programs these years, so that steel members can have the buckling and the lateral buckling implicitly in the stresses results from the analysis, making it possible to disable buckling and lateral buckling checks in EC3 design. Show More

Hi, In the structural elements design module for Beams, when using the section stirrup arrangement option (for the manual definition of stirrups shapes and position in section), the following issues occur: 1)The Delete All button only deletes all defined stirrup shapes temporarily, for when the user closes the reinforcement pattern window and re-opens it, the previously defined shapes reappear. And if new shapes were drawn, they would be added to the list, and this results in faulty number of stirrups in the output. 2) when the column number or anything in the reinforcement pattern window changes, it results in wrong stirrup shapes or doubling that can't be removed as mentioned above. I hope you can find a solution to this issue since this option would be very helpful. Thanks Show More

seismic building analysis based on Eurocode 8 story mass differ note properly calculated on RSAPRO but Etabs calculate properly what is my mistake I done?   Show More

The most complex is solved A complex steel dome was designed and analyzed using a Robot structure analysis program     Show More

The dark red color combined with black text is not good for printing or reading when not 20 years any more. Plz. make it possible to change e.g. in preferences - or make it possible to turn the "feature" (added in Robor 2022) off if wanted. Show More

Autodesk Robot needs a full dark theme like Autocad, like any other structural design/analysis software it is used by professionals daily and often into the long hours of the night. Often times run alongside other programs which in 2023 usually have dark modes to preserve the eyes of its users. Before you go and say there is a "dark background" option, it actually kind of makes it worse because of the contrast between the ribbon, border, and menus.  Show More

Option to apply loads through API to objects. This is crucial for the automation of the workflow. Every other load types are possible. Solved: API - Robot - Linear acceleration and angular acceleration - Autodesk Community - Robot Structural Analysis Products Show More

This feature is present in CSI SAFE which makes it the go-to software for slab design. You can draw in a column/middle/arbitrary strip and the reinforcement is averaged over the width of the strip.    The key here is that the required reinforcement is averaged over a specific width and it not just a panel cut.    This feature would bring many people to RSA for slab designs.      Show More

Results connect can improved to get max and min stresses for list of loads. As ULS load cases some times need to be entered manually, a set of load will be generated. Picking the max and min from the list of ULS combination is bit difficult to through results connect. The user needs to sort out separately in excel to get max and min values after extracting results to excel sheets.  Show More

Sterowanie widocznością przekrojów jest zbyt mało dokładne. Nie ma wymiarów, suwaki są krótkie i niedokładne. Proszę o poparcie idei wydłużenia suwaków. [Przetłumaczone przez GOOGLE] *** The cross-section visibility control is too imprecise. There are no dimensions, the sliders are short and inaccurate. Please support the idea of lengthening the sliders. [Translated by GOOGLE]     Show More

Macro that can perform steel towers(Telecom & Transmission) fast modelling ,loading ,analysis and design.   Telecom : https://youtu.be/MTJyJXvbl8A OHL : https://youtu.be/kfhHMWD428k Show More

possibility to shift load conditions up and down in loads table. to choose the order of new load condition in load table: if a condition is added it is possible to shift it up or down in the loads list stm1A Show More

It's very welcome to see that you created a new forum in Spanish, but keep in mind that your support for codes in Spain is quite outdated in this moment. The good news is that the new "Código Estructural" is very close to Eurocodes, but, for this very same reason, you should add official support to the Código Estructural. Show More

Implement a vertical load transfer element for wall panels that act as vertical support only. Concentrated forces should pass straight vertically. Deflections of elements below panels should pass vertically.   This will allow the use of Robot for traditional light framed bearing walls such as wood or cold formed stud bearing walls.   Show More

I am working on the structural analysis for the project. However, when I convert the model from Revit into Robot, it can only show part of the structure. What is the problem of it? How can I fix it ?  The attached file is the model that I am working on.  Show More

How to get the value of the line load on slab due to structural walls on it using AUTODESK ROBOT STRUCTURAL ANALYSIS PRO? I need to find the reaction at the base of the structural wall which is supported only by the slab under. The load from the wall is transfered to the slab as a line load, and the value is required to design the slab. Thank you for your time!!   Show More

Display principal stress vector using arrows - the current number output for the theta angle is not easily interpretable.    See below example from ANYSYS:       Show More

Between wood and steel there are decisive differences in the structure of the different materials. In Robot, I don't think this aspect is distinguished concretely enough. Why is that the case? Show More