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column forces can be Read in Etabs From Frame forces and those column forces need to be input in Prokon to design the Column by providing appropriate Boundary conditions in Prokon.
In ETABS there is no direct method to transfer the result from ETABS to proken ,the only way is to creat colum model and then copy past ETABs to Proken
There is no direct link of importing the result from Etabs to Prokon, the best way is to create the column model in Prokon and copy and paste the load reactions from ETABS to Prokon.
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