Raft basically tap

[201968]

Good afternoon, I would have questions about the project I was working on at a few points that I was stuck on. As seen in the photos, there is a 20 cm level difference between the area drawn with the yellow line and the large area. In order to make this level on the raft, I first created the RD1 raft. Then I created a space in the area related to the floor space and surrounded the area related to the raft floor edge and defined the RD2 raft with -20 cm elevation. Then I defined curtains for the parts where the stage is. I defined curtain elevation -20 cm with upper elevation -300 cm and combined it with the combine command in the curtain auxiliary toolbar. In the reinforced concrete tab, I marked the "model as shell line" and "flooded/non-continued curtain on all floors" lines. There are 3 columns at the intersection of the levels, and I get an incorrect intersection error in the geometry control at the section where these columns are located. And again, it looks like two RD1 and RD2 rafts are defined in the geometry control. 1-What are my mistakes in the explanation above and how can I create the stage on the raft? 2-How can I fix the errors in the reports section as a result of the analysis? Project download link

You do not have permission to view link Log in or register now.

 

[Levent Özpak]

-Hello, -There is no need to define a raft space and 20 cm high curtains in the area where you are limited by yellow lines. When the raft boundaries are created correctly for the yellow and red areas, the raft will be defined in both areas. The height of the raft in the area limited by the yellow lines is 50 cm. jeans -20 cm. edit. Adjust the elevation of S02-S03-S10 columns as -20 cm. The rafts will be resolved together. (Adjustments needed in raft reinforcement drawings can be made using two-dimensional drawing tools) Note: -P04-P07 and P05 and P09 curtain groups, for the trimming problem of short head curtains, adjust the offsets of K51 and K53 beams to 24.999 and 0.0001 cm. Edit as. - In the final analysis, we recommend that you analyze the slab curtain and raft finite element widths by reducing them. (For example 25 cm)