mustafadisci
New Member
In another program, the performance analysis of the building, which was connected to the licensed structure with 3bk+zk+4nk+diameter qualification, by analyzing according to the 2007 earthquake regulation, but whose construction was stopped after reaching the sub-basement level, is requested by the relevant municipality according to the 2018 earthquake regulation. Performance analysis was performed by defining the existing 3 basement floors (existing reinforcements were processed into the data and the reinforcement was locked) on (material c30, s420) the floor + 4 normal floors (c35, s420) + diameter (mild steel: with box profiles). If you have any suggestions and opinions about the attached data, can you help me to correct the incorrect data entries. Additionally, the architectural project is attached. data:
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architecture project :
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