Wind load generator - Robot crashes while meshing

Wind load generator - Robot crashes while meshing

Anonymous
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Message 1 of 8

Wind load generator - Robot crashes while meshing

Anonymous
Not applicable

Hi all,

 

I'm trying to generate the wind loads using the automatic wind load generator, and Robot crashes a few seconds after it starts meshing. Is this anything any of you came across before?

 

Thank you in advance,

 

Stephanos

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Accepted solutions (1)
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Message 2 of 8

Rafal.Gaweda
Autodesk Support
Autodesk Support
Accepted solution

Accuracy of your model should be corrected.

- all claddings must be flat (example of not flat ones marked in green below)

- objects should be precisely connected - marked in red

- meshed slab panel contour should be corrected  ; remove unneceserry corner- marked in red

 

Corrected file attached

ws111.jpg



Rafal Gaweda
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Message 3 of 8

Anonymous
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Thank you Rafal, much appreciated. 

 

And another think, I have used cladding panels between the beams on all floors and applied surface loads (instead of line loads for the floors/occupancy loads on beams) as this saves time. Is the a way to check if the panels (which are one way spanning by the way) transfer the load to the corresponding beams? 

 

Thanks once more,

 

Stephanos

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Message 4 of 8

Rafal.Gaweda
Autodesk Support
Autodesk Support

cladres.jpg



Rafal Gaweda
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Message 5 of 8

Anonymous
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Thanks for that. 

 

I have added some vertical bracing members on the model to provide lateral stability. The beam/column and beam/beam connections will be simple, so I am adding releases to bars that have negative moments bigger than say 35kN (I don't want to add releases everywhere so I don't get instability). Is this the way to go about this? I have released the bracing members as well, but I am not sure how I can make them tension only. Any advice would be greatly appreciated. 

 

Thank you once again,

 

Stephanos

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Message 6 of 8

Rafal.Gaweda
Autodesk Support
Autodesk Support

tensionedonly.jpg



Rafal Gaweda
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Message 7 of 8

Anonymous
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Thanks Rafal!

 

I successfully turned the bracing elements into truss/tension members. Obviously by default this leads to non-linear analysis, but do I need to create the Combinations again? It seems that they're gone and the cases are not visible in the case tab in combinations. Capture.JPG

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Message 8 of 8

Rafal.Gaweda
Autodesk Support
Autodesk Support
Yes you have to create combinations
You can use last option on Automatic Combination window :
"Manual combinations - generate"


Rafal Gaweda
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