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Pre-Notrhridg Connection Model

Pre-Notrhridg Connection Model

Pre-Notrhridg Connection Model

(OP)
Dears
I am modeling steel moment Connection (Pre-Notrhridg Connection) by ansys ,I want to know if we need to merge or glue the beam to columns or its enough the common key points between them?
also I need to know suitable method for meshing ?

if any body have manual to show step by step how to modeling from start to run the model ? it will be appreciated
regards

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