new project

[yılmaz polat]

good work. The attached project will be my first official project. 1.) Is there any problem in the project as it is? 2.) How much of a load should I add to the beams around the elevator due to the elevator? 3.) Are the linear loads added to the floors loaded correctly?

 

[NYILMAZ]

*Your upper rigid basement floor number will be incorrect -2. *I recommend that you do not bolt the K30 beam so close to the support. Your stab in that area is a bit too much. *Is there a need for live load in the attic floor? *Are there any need for wall loads on the attic (4th floor)? *The same goes for the elevator tower. *There is no problem in terms of data entry in your linear loads.

 

[unver]

Mr. Yilmaz Polat my suggestions (Mr. NYILMAZ The upper rigid basement floor number will be correct -1. Even if -2 is given, the result will not change.) 2- On the beams around the elevator: a- take wall load on normal floors b- on the ceiling of the stair tower; If there is no gap in the DO6 flooring, close it c- in the stair tower ceiling; If you are going to cover the elevator with concrete, make at least 15 cm thick concrete and take the weight of the elevator as a point load on it. (machine component + elevator weight) d- On the ceiling of the stair tower; If the elevator will fit on U-profiles, calculate the load on which beam the profiles press and enter it as a point load on the beam 4- Solve the ladder as a semi-rigid diaphragm by processing it into your project. (If you do not solve it, you may encounter undesirable situations on the ladder.) Good luck with. Unver ÖZCAN

 

[unver]

Mr. Yilmaz Polat my suggestions (Mr. NYILMAZ The upper rigid basement floor number will be correct -1. Even if -2 is given, the result will not change.) 2- On the beams around the elevator: a- take wall load on normal floors b- on the ceiling of the stair tower; If there is no gap in the DO6 flooring, close it c- in the stair tower ceiling; If you are going to cover the elevator with concrete, make at least 15 cm thick concrete and take the weight of the elevator as a point load on it. (machine component + elevator weight) d- On the ceiling of the stair tower; If the elevator will fit on U-profiles, calculate the load on which beam the profiles press and enter it as a point load on the beam 4- Solve the ladder as a semi-rigid diaphragm by processing it into your project. (If you do not solve it, you may encounter undesirable situations on the ladder.) Good luck with. Unver ÖZCAN

 

[NYILMAZ]

Mr. Yilmaz Polat My suggestions (Mr. NYILMAZ Upper rigid basement floor number will be correct -1. Even if -2 is given, the result will not change.) ......

Dear Özcan, Your result will change. I haven't tested that it hasn't changed. The general habit is that we enter the ground floor[/b][/u] as the master floor (as the 0th floor).Now I checked, here is the trick: our friend Yılmaz Polat master floori entered with the name of the basement floor. That is, the name of the floors was changed. I just looked at the name (pipe floor name) with my mistake, I decided on the name (pipe floor name), the first floor number escaped my attention. This is why, as you said Otherwise, I hope other forum followers will conclude that -2 instead of -1 will not change anything.