Continuous Basic Zg- Error

D

damlatpz

New Member
Have a nice day. I am doing a housing project that is not very large and I modeled the foundation as a continuous foundation, and I defined a raft foundation for that area to keep the building entrance and elevator shaft clear; but my basic dimensions are too big, I even tried 180 cm but it doesn't work. I usually did not go above 150 cm. There is something that I missed, but I could not find it, I am sending the project in the attachment, if you can help, I would be very happy.
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You cannot connect continuous foundations with raft foundations this way. If you already analyze and look at the 3D frame, you will see that some foundation beams are not supported. In addition, there is no superstructure interaction in the continuous foundation solution. Make soil stresses according to average stress option selected. I did not check the loads and other issues. Also, your ground values are very low, so it would be more accurate to design a complete raft foundation.
 
Dear drippz My additional suggestions: --Check the wall loads, --In the elevator tower (if there is an elevator in the space) a mezzanine floor should be provided to accommodate the elevator machines, --Fix the (B) errors in the columns, --Give the level difference to the (K30) beam . let the ladder sit on the mezzanine landing, (it may not save the head at the entrance of the building) -- Since you have solved the semi-rigid diaphragm, give the ladder by taking into account the support conditions so that the loads are transferred correctly, your ladder solution will be easy Take it easy Ünver ÖZCAN
 
First of all, thank you very much for your valuable comments. I also foresaw the raft to be basically dissolved. A raft that has been applied before - I did a continuous foundation modeling, but I applied it for the first time myself. Thank you again, I will review and check the project in line with the information you provided. I wish you good work.
 
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