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"batuhann28522":vx8sn709" said:
"Levent Özpak":vx8sn709" said:
The basic system you created in version 7 is definitely wrong in terms of program data entry. In the foundation design, the effect of the columns sitting on the raft slab is not taken into account on the raft. The borders of the raft slab should be formed with the edge of the slab on the raft foundation, and a continuous foundation should not be used. In the rafter raft foundation system, all columns and curtains should be connected to each other with continuous foundations, and a raft slab should be placed in the interstices.
] so how do I turn the columns with a strip foundation and put a raft foundation in the gap between them. I don't understand if it's wrong like this?
In the previous model you added, no foundation was entered under all columns and curtains. You can apply this model (I recommend drawing a continuous basis between S6-S7, S05-P01 and p01-P02.) Notes: - Take PP1 and P02 panels Define continuous foundations from node to nodal point. In version -7, no superstructure interactive solution is foreseen in the rafter raft foundation system. If the floor group is C or D, since Tdy 2007 requires a superstructure interactive solution, it would be appropriate to design the foundation system as a beamless raft in terms of program and regulation compliance. So I hope there was no inconvenience. Now I have something stuck in my head and I have drawn it for you as an example in the appendix. In such a case, will the beam I have drawn sit on the S01 beam?