Hello everyone,
As you might know from this post https://forums.autodesk.com/t5/robot-structural-analysis-forum/diaphragm-problem-to-be-corrected/m-p...
there are several issues with diaphragms in Robot:
While Robot development team is still sleeping waiting for financing improving performance, I would like to present the solution to the above-mentioned issues โ the Diaphragmer.
The Diaphragmer is now live in the Autodesk App Store:
https://apps.autodesk.com/RSA/en/Detail/Index?id=8768390536116652588&appLang=en&os=Win64
How to use:
Please watch this short video with a live demonstration of Diaphragmer possibilities:
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Solved! Go to Solution.
Solved by Romanich. Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Romanich=Best Robot Developer of the world!!!
Impressive and useful tool, that demonstate a lot of things:
1) Romanich is the best, absolutely the best!
2) Robot is the best, because give to simple user (but Roman is not a simple user, but a genius!!!) the opportunity to use Robot Engine to develop itselfs powerfull tools. No other software have this plus;
3) adsk, after about ten years from the acquisition of Robot still not understood this power and let the user, instead of itself, develop the software...
adsk, keep Robot alive and up to date!
Romanich, tons of compliments for your tool.
Rafael Medeiros
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Excellent Mr. @Romanich
That is absolutely awesome
After the Spider comes the Diaphragmer, Really you are the API Master.
Thanks for those very useful tools ๐
Muhammed Mamdouh (OPERA)
Structural Engineer, Instructor
Facebook |LinkedIn
Dear Roman
Thank you so much ,
As RSA users, we are very impressed by this wonderful effort. You are really one of the main pillars of improvement ROBOT capability.
Keep up the good work!
Refaat
Hi @Anonymous,
Please try to run installation as an Administrator.
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
greetings, i installed the addin and it is working but the issue is that only working for the first defined floor but not the other stories.
Hi @me1205377,
It's hard to say without having the model.
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
hi Mr. Roman
i am using version 2015 could this be the issue
please find the attached model
has similar problem
The Diaphragmer was updated to 1.1 version (the first post in this topic was modified):
- now it is possible to use any Excel file (template can be generated in one button click)
- Certificate Romanich.pfx was updated for 10 ten years
I tried to publish the Diaphragmer in the official Autodesk App Store but this attempt was not successful - too many rules and unnecessary requirements.
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Thank you very much
Its supporting inclined slab or only horizontal slab
many thanks
Only horizontal slabs
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Finally, the Diaphragmer is now live on the official Autodesk App Store!
https://apps.autodesk.com/RSA/en/Detail/Index?id=8768390536116652588&appLang=en&os=Win64
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
Hi,
When I use the Diaphragmer, the "Total mass" verification (in "Dynamic analysis Results") does not work. I get much less "total mass" when I put the diaphragm centers at locations calculated with the Diaphragmer.
When the diaphragm is created automatically by Robot, the "Total mass" is matching with the actual mass of the structure i.e. with load cases used in modal analysis.
For this check I used only 2 load cases in modal analysis. DL1 (selfweight) and DL2 (superimposed dead). In mass conversion I have put only DL2 as DL1 is selfweight and is converted automatically. For this check LL1 is not participating in modal analysis.
Am I doing something wrong?
Files attached. As this website has not allowed me to upload the Robot files, I have put both Robot files in this folder on my google drive:
https://drive.google.com/drive/folders/1JCHwA6z8GFxuOp1YarH8H1oSqLHX37xw?usp=sharing
Thanks,
Alex
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