Levent Özpak
New Member
In the project you sent, the raft reinforcement axles worked at minimum. If your raft height is 150 cm, the minimum that can be thrown The reinforcement has been calculated. To solve the As(-) problem, larger reinforcement diameters must be selected in the Raft Rebar Selection dialog Notes: The mesh does not form correctly in the D1306 and D1307 slabs on the -12th floor. Connect the K1307 beam at the joint points of P1302 and P1304. -Pile foundation elevations incompatible with the ground layer Total height of the ground layers from zero elevation t It should be given to cover the entire pile height. -It is seen that the bearing capacity of the piles is insufficient. (See Pile General Report)"temomap":28qtwdfz" said:Good afternoon, As can be seen in the attached file, the foundation system of our reinforced concrete structure, which will be used as a residence with 14 floors in total, has been chosen as pile foundation. The raft foundation depth has been taken as 150 cm. The raft foundation ground safety stress and the bearing coefficient are 0. (with the purpose of carrying the entire system by piles) The whole system was resolved without any problems, but the raft foundation reinforcements are constantly insufficient. What is recommended to do in this case.