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Turkish Hello, Within the current possibilities, we cannot enter the model of the retaining wall console, the ground side sloped-front face flat, or both sides curved model. Especially when designing pile shoring curtain, after the end of the pile (at the beginning of the shoring and/or at the end of the shoring), we need a model with a flat front side and a curved back side. With the available possibilities, we have to make the bottom and head of the wall console the same thickness. For example, while the cantilever bottom can be 500 mm and the cantilever tip 300 mm, we have to make both ends 500 mm. It is still not economical. For the solution, we turn to either another digital software or a handheld solution. Knowing that the purpose of adding a retaining wall module to the software is not to solve the problem I mentioned above, I would like you to consider this improvement in new versions. Respects. Good work.
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Retaining wall cantilever wall slopes
- Thread starter Ufukbey
- Start date
Levent Özpak
New Member
Hello, Your request has been noted."Ufukbey":bc4a36m4" said:Hello, We are unable to enter the model of the retaining wall console with inclined soil side-flat front side, or curved on both sides, within the current possibilities.
The program does not have the possibility to define pile shoring curtain.Especially when designing pile shoring curtain, after the end of the pile (at the beginning and/or end of the shoring), we need a model with a flat front side and a curved back side.
With the existing possibilities, we have to make the bottom and head of the wall console the same thickness. For example, while the bottom of the console can be 500 mm and the console end can be 300 mm, we have to make both ends of 500 mm. It is not economical. [/ quote] In the program, the upper and lower parts of the cantilever type retaining wall can be defined in different thicknessesYour request has been noted. Good work"Ufukbey":bc4a36m4" said:It would be great if cross tie reinforcements could be added to the reinforcement expansions.
I did not say that we do the project with idestatic when we have pile shoring curtain work, "After solving the pile shoring work with other software or manual calculation, it may be necessary to build a retaining wall at the beginning and/or end of the shoring curtain. In that case, idestatic retaining wall When we want to take advantage of the program, the front of the wall should be perpendicular to the ground and the back should be inclined" ... I am correcting it so that it can be understood, please do not take it as disrespect. Good work...