RAFT BASE

nitasltd

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I'M SOLUTIONING A BUILDING WITH 2 FLATS ON EACH FLOOR WITH 16 STORIES, WITH A COMPLETELY SQUARE AND CENTER OF ORIGIN CENTER, WITH 99% OVERLAPPING CENTER. THE ENTIRE BUILDING IS TRANSPORTED WITH 30 CURTAINS OF 25/175. GROUND SAFETY STRESSING 30 OUTPUT Z2 R=6 BUILDING LOAD 5000 TON 3. DEGREE EARTHQUAKE ZONE ANALYSIS RESULT RESULTS ALL CONTROLS ARE PERFECT. GENERALLY GIVEN MINIMUM REINFORCEMENT. RAFT BASED OUT FOR 90 CM THICKNESS WITHOUT ERROR. BUT THERE IS A PSYCHOLOGICAL PRESSURE, 90 CM THICKNESS IS SUFFICIENT. THERE IS NO PUNCHING BECAUSE THE CARRIER ELEMENTS ARE CURTAIN. HOW DO I INCREASE THE THICKNESS ACCORDING TO YOUR EXPERIENCE, EVEN IF THERE IS A PSYCHOLOGICAL SITUATION?
 
Mr. nitasltd Hello. As a recommendation: -You can make your beams without pleats -You can add a stair mezzanine beam -You should give the stair loads to the floor landing and to the mezzanine beam you will add -The curtain control ratio does not provide a ratio of 0.002 in the x direction. You can balance it to meet this requirement. Take it easy Unver ÖZCAN
 
Dear Unver, Thank you for your interest. What do you think is the reason why the foundation is sufficient at this thickness? Is it because there is no stapling effect because it is curtained? What are the factors affecting the thickness of eadye foundations?
 
Mr. nitasltd [quote="nitasltd"]Mr. Unver Thank you for your interest. What do you think is the reason why the foundation is sufficient at this thickness? Is it because there is no stapling effect because it is curtained? What are the factors that affect the thickness of the eadye foundations?[/quote] These factors - Staple effect (if there were columns instead of your curtains, the raft foundation thickness might not have saved) - raft openings - Earthquake moments (depending on the earthquake zone) - your floor numbers and heights - your concrete values - your building modeling - whether the building has a basement or not - the safety value of the ground - rigid or semi-rigid diaphragm solutions - architectural requirements - stepped foundations - lateral earth pressure affects the thickness of your foundation more or less (what I wrote above in general terms) CIVIL ENGINEER WHO TAKES THE PROJECT STARTING THE PROJECT IT SHOULD BEGIN THE PROJECT BY THINKING HOW I CAN MAKE AN ECONOMIC STRUCTURE BY CONSIDERING THESE CONDITIONS. Greetings Unver ÖZCAN
 
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