Raft flooring reinforced concrete hash axle

E

emrahkoyuncu

New Member
Good afternoon guys, I had a question. I am creating a raft slab in my static project that I am trying to solve, but it does not create an error or not according to the location and position of the reinforced concrete calculation axis. How should I do this in the most correct way. Even if I add a axis of calculation to another place and take my floor thickness of 60 cm, it still gives an error. What should I base on in such cases, both in terms of quantity and static. I would appreciate if you could help. I wish you a good day..
 
Re: RAFT FLOOR REINFORCED CONCRETE ACCOUNT AKSII Hello, do not make a broken foundation like TK394-TK395. There are no studs like TK393, it should be connected from column to column. My suggestion is to make a raft foundation without beams, approximately the same amount of concrete and iron will be used. Unver ÖZCAN
 
Re: RAFT FLOOR CONCRETE CONCRETE ACCOUNT AKSII hello, Ünver, you said not to make a broken foundation. I designed it that way so that the elevator shaft would not pass through it. I was looking for an answer for the situation related to the rafter raft foundation system.account axles at the same time.thanks
 
Re: RADIATE FLOOR CONCRETE CONCRETE ACCOUNT AKSII what is the floor thickness for 7 floors on a beamless raft foundation for such a place. Also, I don't want to put the columns directly on the floor. Wouldn't it be more correct to place the column feet?
 
Re: RAFT FLOOR REINFORCED CONCRETE ACCOUNT AKSII Hello, 6 (full layer)*10=60 cm may be sufficient for a beamless raft foundation. (Make at least 50 cm overhang on non-adjacent sides) Ünver ÖZCAN
 
Re: RAFT FLOOR CONCRETE ACCOUNT AKSII Hello My Suggestions: --Remove the column headers on the raft, (it is outside the raft, I think it is more appropriate to solve it without a header.) --It does not give an error when the column headers are removed and resolved. --But since the ground is group C, you need to solve the superstructure interactively (TDY2007 item 2.2.1.5) --then it gives a warning to increase system rigidity. --In this case, it is necessary to add an earthquake curtain. --Also: take the stair loads, on the 5th floor you can reduce the live loads, remove the wall loads. --Let the narrow side of the column be 30 cm. Unver ÖZCAN
 
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