Autodesk Robot Structural Analysis

[#1]

Alex,

Out of  curiosity - have you read message 8 from this topic ?

See the attached picture please. You will need to look at the releases you defined at columns to beams connection to get rid of instabilities but other problem should 'magically' disappear

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[#2]

I DID read it! and did make structural axes for that purpose haha and even tried to do some corrections, but not that exact setting 

Forgive me.

I've done it now and fixed alot but not perfect yet. The mesh seems alright but I now get a distorted element error. As found in another thread in this forum, I've remeshed the panel containing the distorted element and confirmed that the node (6240) got renumbered. I did the calculations again and got the same error :s with the same node number although the number was on a total different place. It looks like the calculations are still completed, but there are no results. I cant get any result at this state!

This topic just got personal xD haha instead one problem. The original warning still stands, but doesnt seem to be a real problem for the calculations. Problems keep coming and I'm learning a lot from your help, thanks. 

[#3]

Alex,

I assigned the mesh parameters as shown on the previously attached picture and there was no longer any problems with meshes. Try the following:

1. Correct the model with snap to structural axes

2. Select all panels and delete existing meshes

3. Select all panels and assign the mesh parameters as the one I used

4. Run model generation and calculations

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.

[#4]

Succes, I got results now. I still get some warnings, but they do not seem to that much influence.

Incoheren mesh and it still says that the load has not been distributed correctly. Ingnorable?

[#5]

I'm afraid that you should not ignore them unless you check their influence. Send me your current version of the model again.

[#6]

http://www.2shared.com/file/HRD3NfLz/000_Voorbeeldproject_construct.html

[#7]

I'm sorry but due to the company policy I'm not able to download the file from this location.

[#8]

I tries wetransfer but i didnt get a mail. Which ones are usable for you?

[#9]

Better luck with wetransfer! http://wtrns.fr/-rIEe5-dYJWaKY

[#10]

Please follow the attached steps to correct model geometry. For the load issue: please review the load table as there are many load records with empty lists and check the load definition again. In addition I would recommend applying vertical linear loads directly to beams or floors that are intended to support them rather to the claddings.

If you find your post answered press the Accept as Solution button please. This will help other users to find solutions much faster. Thank you.