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Welded angle bracket 3

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bugbus

Structural
Aug 14, 2018
515
What is the failure mode for a bracket like this? I imagine it is more complicated than it appears, and probably involves some kind of twisting action.

I wonder if there are any design guides or if anyone has prior experience?

Capture_ucv2vn.png
 
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for the sake of science let see your simulations of the both case
[know that the twisting Moment resisted by both sides Top_&_Bot flange]
some References
-Link
-Link
-Link
 
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