Retaining wall video won't open

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onurceylan

New Member
Mrb, this is Onur CEYLAN; The retaining wall video you specified in the link "http://www.idecad.com.tr/destek/egitim6/static/istinat_duvari_cizimi/istinat_duvari_cizimi.html" does not open. I have a project about retaining wall, I don't know how it is entered in idecad 6. I will be glad if you help me, if you want, I can upload the project in autocad too...Good work...
 
Re: RETAINING WALL VIDEO DOES NOT OPEN Thank you for the video; I would like to ask another point about the retaining wall. After the analysis, I saw that the stresses in several places did not save. I do not know what size to change for which stress, that is, which size to increase. I would be glad if you provide detailed information on this matter. Good work, happy holidays...
 
Re: RETAINING WALL VIDEO DOES NOT OPEN Mrb, I have attached my project that I mentioned, I would like to thank my friends who will help in advance. Good work...
 
Re: RETAINING WALL VIDEO DOES NOT OPEN
"onurceylan":2of7z3be" said:
Mrb, this is Onur CEYLAN; "http://www.idecad.com.tr/destek/egitim6/static/istinat_duvari_cizimi/ The retaining wall video you specified in the link "retaining_duvari_cizimi.html" does not open.
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Hello, The link you specified is currently working.
 
Re: RETAINING WALL VIDEO DOES NOT OPEN
"onurceylan":2506fr8c" said:
related to retaining wall.After the analysis, I saw that the stresses in several places did not recover.
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If you attach the retaining wall data that you entered in idecad and could not recover as an idecad file to the message, we can look at it...
 
Re: RETAINING WALL VIDEO DOES NOT OPEN Mr. Hakan, I have already sent the architecture of the project, I solved it as much as I can, I will send you the ide file if you want to have a look. I would appreciate it if you could see if it is compatible with the architecture. Good work...
 
Re: RETAINING WALL VIDEO CANNOT OPEN Hello, As far as I can see, you want to solve a building like a warehouse with retaining wall data entry. In addition, in the retaining wall project you added to the message, you made a definition of soil on both sides of the wall. I don't know if this entry is suitable for the account of the structure you want to solve. Maybe other forum followers will write their opinions.... Good work...
 
Re: RETAINING WALL VIDEO DOES NOT OPEN Hakan Bey, since this warehouse is a silage warehouse, I showed the lateral (pressure) load of the silage to the retaining wall as soil load. So I made it more inconvenient. In addition, since the curtains surrounding the warehouse are trapezoidal, I found it appropriate to enter as a retaining wall; If I had defined it as a curtain, the curtain section would have been insufficient. As you said, it would be good if other friends in the forum also review the project and share their opinions. I'm already thinking of giving the project in this way. Good work...
 
Re: RETAINING WALL VIDEO DOESN'T OPEN
"onurceylan":2jal5h7d" said:
Thanks for the video; I want to ask another question about retaining wall. I don't know what size I will change, that is, which size I will increase. I would appreciate if you provide detailed information about this. Good work, happy holidays...
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Hello; -You can solve the structure by using the retaining module of the console retaining structure, which behaves under lateral load. You can define both sides as if it is soil, you only need to enter the active side soil height, you can value the passive soil height as 1m. -You can define it in the same way by thinking that only one side of the tank is full on the middle wall. -You have defined a base tooth for your structure, when the bottom tooth retaining wall is not secure against slipping It is an option that should be used, there is no need for this wall. Silage is a very light and self-contained hollow material compared to soil, and making solutions with soil parameters has ensured that it is not on the safe side. After analysis, I see that it is safe in this way.
 
Yasin, first of all, thank you for your interest in my problem. As you said, I defined both sides as ground during the sizing phase, and I did this to stay on the safe side. I tried to solve the structure without defining the base tooth first, but I saw that there were problems in many places and the section did not save. Instead of enlarging the section, I defined the last base tooth as a result of my long research. The base tooth is an option that should be used when the retaining wall is not secure against slipping. This is not necessary for this wall. Since this is my first retaining wall project, I know it's pretty safe. Thank you again...
 
Re: RETAINING WALL VIDEO CANNOT OPEN I want to draw a retaining wall as in the architecture I threw. Trapezoid-shaped height is not constant, there is a decrease from 7 meters to 6 meters or there is a wall in the shape of a rattle, how can I do it?
 
Hello RECOMMENDATION; --It can be flat on the bottom and sloped, -- It can slide when the bottom is inclined, -- It would be more correct to do the bottom gradually. (the difference in elevation between the levels should not be too much) I have never seen a wall with such a low slope. Unver ÖZCAN
 
"unver":3fadzkus" said:
Hello I RECOMMEND; --The bottom can be flat on top of the slope, --the bottom can slide when it is sloped, --it would be more correct to do the bottom gradually (the difference in elevation between the levels should not be too much) Ünver ÖZCAN
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How can I draw a curved wall? Do I have to draw it gradually?
 
The retaining wall is calculated for a length of 1m. The main thing here is the cross section. The fact that the height is variable as you slope along your wall is related to visual continuity in practice. For example, you may want a different section to be applied at every 50 cm or 1 m. Combining their ends with a smooth slope is not a problem in terms of application. For example, in one of your sections, the height is 7m at the beginning and becomes zero at the end. It doesn't make sense to show a wall with a 7 m section at the beginning. Maybe it's easy in practice; If you have walls of very different heights, as I mentioned above, for example, all types such as 2m, 3m, ...... 7m (you can determine the ranges) should be calculated and drawn, and in practice it should be used to whatever height corresponds to that region. (As h=3 wall type will be used from 2m to 3m height)
 
"NYILMAZ":2a5wx2ti" said:
retaining wall is calculated for a length of 1m. The main thing here is the cross section. The fact that the height is variable as you slope along the wall is related to visual continuity in the application. For example, you may want to apply a different section every 50 cm or 1 m. It is not a problem in terms of application. For example, in one of your sections, the height is 7m at the beginning and zero at the end. It does not make sense to show a wall with a 7 m section at the beginning. Maybe it is easy in practice; if you have walls of very different heights, as I mentioned above, for example, 2m , 3m, ...... 7m, etc. (you can determine the intervals) should calculate and draw walls and ensure that whatever height corresponds to that area in the application, it should be used.
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Thanks for your answer. OK, I'll ask one more thing. I will fill the side of the wall with the soil-stone where do i enter information about anything on the island
 
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