Hi
I have a 10 m span steel beam which I need to connect to existing 1.2m diameter concrete column, the reactions at the ends come up to be about 500 kN or so.
I need a reference to design the connection. also, what are your recommendation for such scenarios.
Regards.
Hi, I am new structural engineer
I have been wondering about lateral stability of structures for few months now. In the foundations we tend to make provision of tie beams to support the bottom of columns laterally, but I think it is redundant in some cases.
consider a case of column with...
