What precautions should I take because of the structure?

[aykuthanbudak]

Should I change

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base type? I'd appreciate it if you guys commented.

 

[unver]

Hello My suggestions; I fixed your project. The following is up to you, -- If there is a wall on the rib slabs, increase the live load, -- Solve the ladder together with the building, -- Add some small slabs while correcting the curtains. Unver ÖZCAN

 

[aykuthanbudak]

Thank you very much for your comments. I want to ask a few questions. *Why did you not find the continuous foundation system suitable? *I defined linear loads on the ribbed slab. Are these not enough? *should i add carrier curtain to the system?

 

[unver]

Hello

*why didn't you find the continuous foundation system suitable

-- Two of the continuous foundations were having soil problems,

*I defined linear loads on ribbed flooring . Are these not enough?

-- You cannot define a linear load on the rib in version 7,

*should I add carrier curtain to the system

--Add it if you want, but there is no problem in this case either.

 

[aykuthanbudak]

Got it, thanks for replying again. good work.

 

[Levent Özpak]

*why didn't you find the continuous foundation system suitable

- Two of the continuous foundations had ground problems

Hello, Additionally in version 7 In the rafter raft foundation system, no superstructure interactive solution is envisaged. 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 compatibility.

In version 7, you cannot define linear load on ribs.

In case of semi-rigid solution, linear slab loads defined on ribbed slab are taken into account in version 7. Good work

 

[aykuthanbudak]

Thank you, Mr. Levi.