uzi123

Dear All, AOA, I have an observation that i want to share with members. I have observed that Etabs analysis gives higher moments in framing beams if you export the same modal to safe for design of Slab. I can't really make out the reason for that.. Any justification for this difference?? attached files are results from respective software. Etabs giving M= 472k-ft whereas the corresponding safe value if M= 405 k-ft