Dear users,
I have a beam (the z shaped one on the figure), which is made from 3 steel plates. I have columns up and down which are on the middle of the top and bottom plates originally.
My question is: Is it a good idea to model it in a way, that I make that z shape profile and draw as beam. After I attach the columns in the middle of the whole z profile and apply offsets up and down as they should be in reality? Because I am also curious about the bending moments, etc.
Thanks in advance !
Solved! Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
Solved by Artur.Kosakowski. Go to Solution.
Personally I'd rather use rigid links instead.
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Thank you Artur for your suggestion! May I ask why you would prefer that solution?
In addition let me ask which way is prefered for such a rigid link?
Or it doesn't matter how the rogod link is formed withing the beam?
The rigid link connects a master node with slave nodes therefore you cannot have it as a Z shape. Personally I'd define a node of a beam as the master one and columns' nodes as slaves. but assuming that it is a fully fixed rigid link in fact it doesn't matter which of these nodes is the master one. The reason I prefer rigid links is the obtained forces are based on exact shape of deformation.
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