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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.
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zeeblake
Submitted by Advocate on ‎02-09-2023 04:26 AM Submitted on ‎02-09-2023 04:26 AM Status: Gathering Support

7 degrees of freedom analysis for implicit buckling and lateral buckling in EC3

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
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nancy_e_salloum
Submitted by Observer on ‎12-19-2022 09:44 AM Submitted on ‎12-19-2022 09:44 AM Status: Gathering Support

Beam design manual transverse reinforcement definition

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
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ssiamregn
Submitted by Explorer on ‎11-25-2022 11:14 PM Submitted on ‎11-25-2022 11:14 PM Status: Gathering Support

Seismic analysis

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
RSAPro EC 8 seisimic modeling.zip
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Abdelrahman.Ahmed96
Submitted by Contributor on ‎09-21-2022 05:15 PM Submitted on ‎09-21-2022 05:15 PM Status: Gathering Support

Modeling

The most complex is solved A complex steel dome was designed and analyzed using a Robot structure analysis program     Show More
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JKHK
Submitted by Participant on ‎09-19-2022 11:48 PM Submitted on ‎09-19-2022 11:48 PM Status: Gathering Support

Be able to change color for the Extreme Values

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
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mazin.mukdadi
Submitted by Contributor on ‎09-16-2022 02:23 PM Submitted on ‎09-16-2022 02:23 PM Status: Gathering Support

A full dark theme

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
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kbs4MTT9
Submitted by Explorer on ‎09-16-2022 03:01 AM Submitted on ‎09-16-2022 03:01 AM Status: Gathering Support

Apply accelerations to objects/masses through API (Directly, no copy and paste)

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
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ismaeelm
Submitted by Contributor on ‎08-05-2022 01:11 AM Submitted on ‎08-05-2022 01:11 AM Status: Gathering Support

Reinforcement design strips which average reinforcement over a specific width

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
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chaitanyakrishna.uppu
Submitted by Explorer on ‎07-14-2022 11:34 PM Submitted on ‎07-14-2022 11:34 PM Status: Gathering Support

Improving Result connect to get envelop values of a bar or member stresses.

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
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w.milewski2WYJN
Submitted by Contributor on ‎07-01-2022 08:14 AM Submitted on ‎07-01-2022 08:14 AM Status: Gathering Support

Widoczność przekrojów [PL]/ Visibility of the sections [EN]

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
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engineerelmesery
Submitted by Participant on ‎05-28-2022 05:06 AM Submitted on ‎05-28-2022 05:06 AM Status: Gathering Support

Steel Tower

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
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stm1A
Submitted by Advocate on ‎05-13-2022 12:56 AM Submitted on ‎05-13-2022 12:56 AM Status: Gathering Support

to shift load conditions up and down

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
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zeeblake
Submitted by Advocate on ‎05-11-2022 04:11 AM Submitted on ‎05-11-2022 04:11 AM Status: Gathering Support

New "Código Estructural" in Spain

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
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DonBAE
Submitted by Collaborator on ‎05-09-2022 11:35 AM Submitted on ‎05-09-2022 11:35 AM Status: Gathering Support

Vertical Load Tracking Panel (Vertical Cladding)

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
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gl446
Submitted by Explorer on ‎04-14-2022 02:34 PM Submitted on ‎04-14-2022 02:34 PM Status: Gathering Support

can't show the entire structure in the Robot

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
Weeks Hall-STR.rvt
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bereketwk
Submitted by Observer on ‎04-12-2022 08:52 AM Submitted on ‎04-12-2022 08:52 AM Status: Gathering Support

How to get the value of the line load on a slab due to structural walls on it using ROBOT?

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
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andrew.blackie6ZFFT
Submitted by Participant on ‎03-09-2022 04:20 AM Submitted on ‎03-09-2022 04:20 AM Status: Gathering Support

Visualise Principal Stress Direction

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
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k.voegele
Submitted by Observer on ‎02-08-2022 05:18 AM Submitted on ‎02-08-2022 05:18 AM Status: Gathering Support

Timber and Steel have different material structures

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
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Submitted by Anonymous on ‎11-30-2021 12:56 PM Submitted on ‎11-30-2021 12:56 PM Status: Gathering Support

Produce refinement

When assigning member restraints to top and bottom flange of members, Robot identifies the corners of cladding as nodes for the purpose of applying restraint at internal member nodes. I expect this is not the intent as it limits the modeller / designer's ability to easily manipulate the model to represent their design intent. There are work arounds in setting up the model, however this issue poses a risk as the model is not behaving 'verbatim' which could be missed by a designer. Show More
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Submitted by Anonymous on ‎10-25-2021 05:37 AM Submitted on ‎10-25-2021 05:37 AM Status: Gathering Support

Using volumic members in structural analysis application to get more precise results

Dears in Autodesk,        I hope this mail finds you well, This paper is allocated to show the outlines of a new method for optimizing structural members in the environment of structural analysis applications, this method assumes that all types of structural members whether it is linear, surface, or volumic must be modeled as a volumic member, this would require a substantial amount of extra processing. However, it might improve the model matching to reality, and led to the ability to check the part of the section that cannot be checked directly using the old method.      Since the article is relatively big and contains pictures, It was sent as a link. https://onedrive.live.com/view.aspx?resid=65AA62048B3477F3%21265&id=documents   Best regards. Show More
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