Beam raft foundation problem

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friends, I have used continuous and raft foundation at the same time in the project, but the foundation does not always recover.. can you make a review and help? .. project link is above.. version idecad 10.17 İNŞ.MÜH.HÜSEYİN YALÇIN I WISH YOU Ease
 
"Hüseyin Yalçın":3ubafaf8" said:
https://we.tl/t-aIFuZM38Bm friends, I used continuous and raft foundation at the same time in the project, but the foundation does not always save.. can you make a review and help.. project link is above.. version idecad 10.17 CONSTRUCTION ENGINEER HÜSEYİN YALÇIN I WISH EASE
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Hello, -The basement perimeter curtains are not modeled as shells in the project you have added. Model all your curtains as shells. -There is a rigid basement floor in the project. I suggest you choose the calculation method with two loading conditions in the analysis settings dialog.
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-Enter data with the continuous basis nodes on the column For example ;TK13-TK12 joint point of continuous basis S17 column should be placed on it, TK22-TK223-TK60 should be connected to S25 column, TK32-TK33 should be connected from the left joint of P03....) -For a more precise calculation, we recommend making analysis by reducing the finite element widths of the floor, curtain and raft. -Continuous tem For the inadequacies caused by the stirrups in the hands, select larger stirrup diameters from the Rebar selection dialog. -It would be appropriate to model raft reinforcement types as top+bottom reinforcement. -If the raft foundation and continuous foundation heights are the same, you can consider the beamless raft foundation model option. Good work
 
I applied all of what you said, but I couldn't find a solution.. I only use 80 cm raft when I use raft foundation, but the reinforcements are throwing too much and I am having trouble with the solution..
 
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