I CANNOT FIND WHAT THE BEAM OR COLUMN ELEMENTS FAILURE IN THE ANALYSIS DO NOT RESCUE IN THE NEW VERSION. IN 5 VERSIONS, WE CAN CONTROL THE CUT-OFF VALUES FROM THE COLUMN EARTHQUAKE REPORT FOR EXAMPLE IN THE REPORTS. IT ALSO GIVES ERROR MESSAGES MORE OPEN. IN THE PROJECT I SENT ATTACHED, I CANNOT FIND THE REASON THAT THE COLUMNS AND BEAMS THAT DON'T SAVE. AGAIN, I EXPERIENCED MANY LOCATIONS IN THIS PROJECT. WHEN I PLACE THE BEAM, IT LOCKS WHEN I CONNECT THE FRONT FACE HOLDER BEAM TO THE NODE OF THE RIGHT SIDE COLUMN. I EXPERIENCED THE SAME PROBLEM IN OTHER PLACES. IN THIS EXAMPLE, WHEN I PLACING THE ELEVATOR CURTAIN WITH A PANEL ELEMENT, NOT A POLYGON, IT WILL CHANGE THE ANALYSIS RESULTS. IN THIS WAY I CANNOT PLACE A BEAM INTO THE LIFT CURTAIN. WHEN I WANT TO EXAMINE ELEMENT SECTION EFFECTS, THERE ARE RAW VALUES, DESIGN VALUES, ETC. CAN YOU EXPLAIN THE MEANINGS THANKS SUAT YILDIRIM