ETABS O/S #52
ETABS O/S #52
(OP)
Good Afternoon all,
Have any of you run into O/S #52 in the ETABS concrete design module? I've got a handful of columns that are coming back overstressed but it doesn't quite make sense based on the loading and the height. I.e. only a few are failing but there are a bunch of other columns just like it that are fine, trib areas for these particular columns are fairly small. I can't seem to find a comprehensive list of the O/S # on the CSI website (or anywhere else). Any tips?
I'd appreciate any help.
Have any of you run into O/S #52 in the ETABS concrete design module? I've got a handful of columns that are coming back overstressed but it doesn't quite make sense based on the loading and the height. I.e. only a few are failing but there are a bunch of other columns just like it that are fine, trib areas for these particular columns are fairly small. I can't seem to find a comprehensive list of the O/S # on the CSI website (or anywhere else). Any tips?
I'd appreciate any help.

RE: ETABS O/S #52
Posting the Details results would be helpful.
RE: ETABS O/S #52
Yep... Just realized the O/S explanation was on Pg 2 of the details... Looks like a slenderness issue I guess.
RE: ETABS O/S #52
RE: ETABS O/S #52