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Hello sir! Why don't you use weld direct to steel column only? Why use bolt?
It depends on how you design them. It doesn't have to be always like that.
your explain is so best
Thank you.
isnt that moment resisting joint ,truss are supposed to be pinned?
It depends how you design them.
can you please explain where can i download the software?
Can you expand how design connection with concrete column please
Hello Sir! I'm modelling a truss-column connection, and having some issues with it... can you check the model via email... pls do share the email address...
Hello sir! Why don't you use weld direct to steel column only? Why use bolt?
It depends on how you design them. It doesn't have to be always like that.
your explain is so best
Thank you.
isnt that moment resisting joint ,truss are supposed to be pinned?
It depends how you design them.
can you please explain where can i download the software?
Can you expand how design connection with concrete column please
Hello Sir! I'm modelling a truss-column connection, and having some issues with it... can you check the model via email... pls do share the email address...