Should I divide the raft foundation with dilatation?

[hydrkrmn]

FIRST, I FEEL EASY TO EVERYONE IN MY 11-STOREY PROJECT CONSISTING OF -2B+Z+A+7 NORMAL FLOORS. I TRIED TO MAKE MODELING. BUT THERE ARE PROBLEMS IN SOME BEAM AND RADGE FOUNDATIONS THAT ARE NOT SUITABLE FOR THE TS 500 E HOW I CAN FOLLOW THEM I TRIED A LOT OF TRIAL BUT I CANNOT REACH THE RESULT. - I HAVE TWO TYPES OF SOILS IN THE FIELD IN THE FLOOR INVESTIGATION THAT I WILL LOAD IN THE ATTACHMENTS, I TAKE LOW VALUES TO STAY ON THE SAFE SIDE, BUT WE CAN MAKE A DIFFERENT DESIGN BY SEPARING THE BASICS. - I'M UNDETERMINED ABOUT DIVISION BY RADIUM-BASED DILATATION HOW THE SYSTEM I CAN APPLY DILATOCIANU SHOULD BE IN YOUR PROGRAM, THERE ARE SOME ABSURT BEAM REINFORCEMENTS. THANK YOU VERY MUCH FOR YOUR INTEREST IN NOW. I HAVE DIFFICULT IN THIS PROJECT BECAUSE WE ARE USED TO FLAT BUILDINGS IN GENERAL. I HAD THE NEED TO REFER TO YOUR INFORMATION.

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[unver]

Hello, My Suggestions: --You have entered your building with cassette flooring, the structure must be entered as hollow block, (cassette spacing must be equal or close to equal in both directions in order to be considered as cassette). Put an additional earthquake curtain in the direction, --Solve it as a semi-rigid diaphragm since there are large gaps in the lower floor slabs, --stair support conditions are not determined, (you'd better make a curtain around the stairs) --correct errors in geometry control, --8. you can mark the floor as an attic, --If there are stairs in the hollow floors, take their load, the floor thickness is less. --Live loads on the floors are low, --Don't make broken beams like K53-K76 beams on the ground floor, let the beam go straight from column to column, --If you can separate the places with different ground values with Dilatation, solve it as two separate structures, --Give a horizontal soil load to the basement walls, --Correct the places as attached, Result: Redo the modeling. Unver ÖZCAN