great video sir. I have a question, after I enabled P-Delta in the analysis when designing or checking the column but ETABS still calculated non sway moment magnification factor and multiply it to the moment from the analysis of each load combinations? When I read the concrete design maual in Etabs it said the both non sway and sway moment etabs assumed by capturing it from the P-Delta effect and multiply them with the non sway moment magnification factor.
Good job
Like it. Good song.
Quite informative channel!
Glad you think so!
great video sir. I have a question, after I enabled P-Delta in the analysis when designing or checking the column but ETABS still calculated non sway moment magnification factor and multiply it to the moment from the analysis of each load combinations? When I read the concrete design maual in Etabs it said the both non sway and sway moment etabs assumed by capturing it from the P-Delta effect and multiply them with the non sway moment magnification factor.