Performance analysis for a hybrid system

[TT_OKU]

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,

[z.gronti]

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.