good day sir's, i would just like to ask for opinions and solutions. my beams and columns failed in ductile design (special frame) but passes if i uncheck the ductile design.. i wonder why it fails,, i tried to resize the members and adjust concrete and rebar grade and still fails. please advice. thank you.EJC.STD
ACI 318M-11 is used, im using staad rcdc v10
Ok we have received the file. Thank you for sharing the snaps of settings as well. We will investigate and get back to you soonest.
thank you sir, will wait for your response.. btw my settings is 21Mpa fc, fy=276Mpa, main dia=16mm to max=25mm .. load combinations for design loads from analysis (Load combo 201 onwards)
load combinations are from nscp 2015
hi sir, is there any update? thanks