elevator to existing building

A

aksualigurbuz

New Member
Good work. We want to build an elevator in an existing building. We will connect it to the corridor from the outside. It is a 5-storey building. I also want to model a U curtain. However, I will not combine the curtain with the building under any circumstances. I will not affect it statically. type will have an average of 20 cm thick curtain. Question: Is 1-10 cm dilatation sufficient? Question: 2-When modeling such a structure, will it be enough to try only EGQ loads? If the elevator will also have a dynamic load, how much load can I have from the outside, where? (for a 4-person elevator) thank you, good work everyone
 
Answer 1: It would seem that it would be right for you to decide on the dilatation by interpreting the displacements in the preliminary calculation. Answer 2: For a U-wall with a net interior dimension of 1.50x1.50 m and a wall thickness of 0.20 m and a storey height of 2.80 m for 5 floors, the total weight for its panel is 34.30 t. . That's not much of a burden either. Does not require earthquake calculation. However, it is necessary to consider risks such as tipping inspection and wholesale collapse.
 
The basement floor with dimensions of 330x290 is completely rigid, on the upper floors, I built a tower with a U-wall and connecting the other side with a beam, with a height of approximately 20 m from the ground + 4 floors, and I would design an elevator inside this tower. The ground safety is high, but somehow by adjusting the raft I can drop it. Of course, since only the upper floor of this tower will be slab, I did the same first. Since only the 4th floor slab was visible after the analysis, it naturally gave an error in the relative offset of this floor, and it gave a big error of 2.63>0.5 in the tilting inspection. I made a reanalysis pretending that there are floors on all floors (the aim is to take other floors into account in the tilting investigation. because only the 4th floor had weight in the first analysis). As a result of the analysis, it dropped to 0.9. However, I am still not sure. I think I am making a logic error somewhere.design Is it normal for me to think like that. Or if this is true, how do they design the minarets of the mosques? I need it. I would appreciate it if you could help. I will try to throw the project. Take it easy...
 
I uploaded the project. Actually, there are no intermediate floors in the normal state of the project. For the elevator will come. I put the floor on the top floor for the engine room. If I solve the project when there is only the upper floor, it only gives the relative floor offset on the 4th floor and the overturning verification is very high. I think the reason is that the floor is only 4. Since it is on one floor and theoretically the center of the floor takes the weight of the floor, it only takes the weight of the 4th floor and calculates the holding moment. However, it should also take into account the weight of the curtains on the other floors. This time, by showing the floor on each floor (it perceives the solid as weightless when it is not placed), I take the weight of each floor and verify it. it falls a little but still does not save. I need to make the raft foundation in incredible sizes to save it. At this point, the following question comes to my mind. I wonder how the mosque minarets are calculated. How do they recover the overturning verification. Because there is no flooring on the middle floors in them, I understand. I understand. Build an elevator tower from the outside Is it dangerous or am I doing something wrong? m still.thank you.good work everyone....
 
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