raft basic help

C

cesuray

New Member
Hello friends, I'm new to Idede. In the attached project, the raft, foundation height and reinforcement spacing are too much. I'm missing a mistake. I couldn't solve it. I can't make a perfect combination of a crease and a curtain. I would appreciate it if you could help me with this.
 
Hello, -When defining the beams joining the panel, it would be appropriate to define it up to the end point of the panel. We have defined the beams between the P16-P5 and P16-P6 panels on the 1st and 2nd floors for you. -You can correct the missing reinforcement error in the raft basis by increasing the raft reinforcement diameters from the Reinforced Concrete/Reinforcement selection menu. In addition, for a more economical solution, you can arrange the raft reinforcement axles as in the example, and mark the superstructure interactive solution and winkler spring method from the analysis settings. -It would be appropriate to correct the errors given when the geometry is checked. - It would be more appropriate to provide rib beam continuity in rib slabs in the same direction. (For example, 2nd floor D4-D11 slabs are discontinuous.) -You can define the elements you model as panels as shells. -After the analysis, there are Column-Beam Joining Safety errors in some columns, it would be appropriate to correct them.
 
Mr. Emrah, thank you very much for your help, I will correct it in line with the information you have given.
 
According to the information you have given, Mr. Emrah saved the system, thank you, I just stuck with a point (you said you can mark the superstructure interactive solution and winkler spring method from the analysis settings) I saved the system while I ticked these, if I don't mark it, the base needs much more equipment, I doubted the safe side, it's logical and realistic Is the solution to take rigidity of the foundation with the structure?
 
Hello, In the Superstructure Interactive solution, a more economical solution is made since the foundation collapses are taken into account both in the superstructure and the foundation. If it is not marked, the ends of the columns and curtains resting on the foundation are accepted as fully embedded and a solution is made. You do not have to mark on A and B group floors, it would be appropriate to solve the superstructure interactively on C and D group floors. When the line of multi-conjugate winkler spring method is marked, the raft area is divided into zones, increasing the spring stiffness towards the outer contour of the raft and decreasing it towards the inside. These two options can be used simultaneously.
 
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