basic - emergency assistance

G

Gulsah

New Member
I'm constantly making a foundation in a 4-storey building. It saves 60/80/150 h=30 cm, but when I make a raft foundation, it saves it at h=70 cm! When I look at the report, I see that it does not transfer the shear and column loads to the foundation, why??
 
Panel objects P03 and P04 are entered between columns. There is no problem in data entry and foundation load transfer in continuous foundations. (Can you tell me how you detected that no load is transferred to TK27 and TK34 foundations?) Continuous foundations entered under some panels are not connected at the nodal points of the panels. Example: TK57 continuous foundation entered under P14 is not connected from the lower node of the panel. The TK50 continuous foundation panel entered under panel P07 does not connect from the left node. While P17 is constantly entering the base under the panel object, the panel should be connected from the lower node point to the point where it intersects with P05 and from there to the upper node of the panel. (Check your other continuous foundation connections in the light of this information.) Note: There are continuous foundations that do not relieve soil stress when analyzed in the project. In the beamless raft foundation system, which is formed to cover all columns and walls, the ground safety stress value is not exceeded when the superstructure is interactively solved. Good work
 
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