Elevator shaft problem. i need ideas

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xalox

New Member
I basically made a step for the elevator shaft and created the elevator shaft with sub-basement curtains and went up to 0 level. however, serious stresses occur in the foundation beams. I look forward to your comments and ideas. Good work on the sentence.
 
Re: ELEVATOR WELL ISSUE. I NEED IDEAS there is an arrangement for the base in the appendix. You can use it if you see fit. I had it checked according to the average strain. max. it slightly exceeds the stretch which I think is insignificant. If you say it is important, you can exceed it by increasing the console lengths a little more.
 
Re: ELEVATOR WELL ISSUE. I NEED IDEAS thank you for your interest. It is said that no brackets and studs are made in the foundation beams under the supervision of the Izmir Chamber of Civil Engineers. They asked for a fix on two of my projects. what do you think about it
 
Re: ELEVATOR WELL ISSUE. I NEED IDEAS
"xalox":1yixhe3n" said:
thank you for your attention. it is said that no brackets and studs can be made on foundation beams. It is under the supervision of the Izmir Chamber of Civil Engineers. They asked for corrections on two of my projects. What do you think about this
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Turkey There are such nonsense rules all over the world. It varies according to the person or the institution. I don't think anyone can answer you if you ask the wisdom of what they say or the drawbacks of engineering. Those who give it say it is according to me, rather than a scientific answer. If you ask for mathematical or experimental or at least statistical data. In short, as engineers, we do not think analytically, everyone interprets the laws of physics to which we are subject from our birth in every way and in the system. However, there are regulations and standards. Our regulations and standards are now considered modern, if you don't like them, European, American, etc. bring evidence. No again! Regulations y We know more than the saints. Reinforced concrete is a science branch over 100 years old. Thousands of experiments have been done on the material. We set some rules and regulations to make it work as we wanted, then we made acceptances according to them, but I still think that... we saw it like this from our brothers... Like everything else, our engineering is hearsay. Nobody learns, researches or wonders on their own... Anyway, as a result, consoles and studs cannot be made in the foundations!!! :) Blessed are those who can say the king is naked....
 
The program does not solve the continuous basis together with the raft. If you are going to make beams, my advice is to define deep continuous beams (40/160).
 
"Oznb":1a497ngq" said:
The program does not solve the raft and the continuous foundation together. If you are going to make beams, my advice is to define deep continuous beams (40/160).
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the program solves the raft and other foundation types together. . I think there is a misunderstanding. In the example at hand, this may be the basic solution as I have defined it. The deficiencies made in the faulty BEAMING RAFT foundation design. The rafter raft means connecting the columns with the foundation beam and completing them with a raft. It is possible to define a foundation in two other ways... 1/3 rule for rafter raft is stipulated in the regulation. that is, 3 units of beam height for 1 unit of floor height...
 
Let me put it this way, again in Izmir, it is requested to put a foundation under the balcony overhangs. I keep turning the foundation around the raft foundation (the relevant part, which is the balcony), but it says there is no reinforcement drawing, even though the reinforced concrete is saved in the calculation. I don't want to extend the raft foundation. I can't find the solution. In short, I could not solve the raft and continuous foundation interactively in the program. If anyone has an idea or knows the solution, I'd appreciate it.
 
"Reform Group":3vljwgkt" said:
Let me put it this way, again, in İzmir, there is a request to put a foundation under the balcony overhangs. I keep turning the foundation around the raft foundation (the relevant part with the balcony), but the calculation says there is no reinforcement drawing despite the reinforced concrete recovery. I don't want a solution.
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"Levent Özpak":l2m98q6v" said:
"Reform Group":l2m98q6v" said:
Let me put it this way, again in İzmir, it is requested to put a foundation under the balcony overhangs. I keep turning the foundation around the raft foundation (the relevant part, which is the balcony), but it says there is no reinforcement drawing, even though the reinforced concrete is saved in the calculation. I don't want to extend the raft foundation. I can't find the solution. In short, I could not solve the raft and continuous foundation interactively in the program. If anyone has an idea or knows the solution, I would appreciate it if anyone could help. There was no problem in both ways.
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In the projects I've been doing lately, there is always a problem like this. The foundation saves, but when you add the elevator shaft, the foundation does not. What do you think could be the reason for this?
 
Good work first. In the project I added as a system, I found it appropriate to lay the raft. Thank you for your comments and suggestions.
 
I don't have the slightest idea about the elevator shaft, so I need your help. I am attaching the project, can you take a look at the elevator shaft? Looks like a basement
 
"Levent Özpak":1r5wbtvw" said:
"batuhann28522":1r5wbtvw" said:
I don't have the slightest idea about the elevator shaft, so I need your help. I am attaching the project, can you take a look at the elevator shaft? It looks like a basement
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[/ quote] I wonder if there is no example in idecad or do you have a chance to say something a little clearer how I did it?
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"batuhann28522":rtza6wzx" said:
"Levent Özpak":rtza6wzx" said:
"batuhann28522":rtza6wzx" said:
I don't have the slightest idea about the elevator shaft so I need your help. It looks like a basement
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I wonder if there is no example in idecad or do you have a chance to say something a little clearer how I did it
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The link I gave explains how to do it clearly. You can also ask about the points you do not understand by contacting the phone. Tel:0.224.220.67 17 Good work
 
"Levent Özpak":2od7ua9i" said:
In the link I gave, it is explained clearly how to do it. Again, you can ask the points you do not understand by contacting me by phone. Tel:0.224.220.67 17 Good work
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Could you please take a look at the attachment because I am very confused, I couldn't do it.
 
"batuhann28522":onmndwrs" said:
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Hello, free training is provided to all our users in our Istanbul office. We recommend you to attend one of the trainings, if possible. After the training, you can ask any questions regarding use. Our November training program :
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About the elevator pit... In the attached project, I need to create an elevator pit on a raft foundation, I made a raft cavity, lowered the curtain elevations and made an interactive analysis of the superstructure, but I got negative ground safety and insufficient reinforcement errors. I am sending the whole raft version directly in the appendix. Possible errors in the project and I would appreciate if you share your valuable opinions and solution suggestions about the elevator pit.
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"unver":jetf2si5" said:
Hi I fixed your project, Attached is HOW TO MODEL AN ELEVATOR WELL
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Please review Ünver ÖZCAN
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Thank you very much for your arrangements Mr. Unver, I will review the link you suggested for the elevator.
 
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