Hi,
I am trying to design a slotted steel structure but cannot decide which type of release to use.
Those parts are pinned for the XY but released for Z direction.
I designed the frame with RSA as follows:
I also defined a new release and applied for both slotted box sections:
But when I perform analysis I am getting instability 2 type warning:
Is there a way to design slotted type release with RSA? I tried to add a roller like support XY pinned and Z released still getting the same message. And it looks like there is movement along X even the X direction is not released.
Thanks
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Try this
M. Agayr
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According to the nestings in the image below, mx my and mz bending moment will be transfered
M. Agayr
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Yes, it is possible to test the options you propose, but IMHO more complicated to apply.
M. Agayr
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