Seismosoft | Earthquake Engineering Solutions

Hello,

I purpose to make a “performance analysis” for a hybrid structural system which is constructed by use of “reinforced concrete” and “ready steel profiles”.

Is It possible to use “code-based checks” for this hybrid system in order to determine the “target performance displacement” and “corresponding performance levels, like continuous use (KK), immediate occupancy (HK) and etc.”?

best wishes,

Dear TT_OKU,

The code-based checks are carried out only for elements with the following section types: rcrs, rccs, rcqs, rcrrcs, rclcs, rctcs, rczcs, rcts, rcars, rcrws, rcbws, rcjrs, rcjrs3, rcjrs2, rcjrs1, rcjlcs, rcjlcs3, rcjtcs, rcjtcs3, rcjrrcs, rcjcs, rcjts, rcjts3, rcjts1, rcjars1 and rcjars.