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Turkish Hello, I made a solution with the retaining wall module in the program, but I am asking for help for the 3 issues I listed below. The file I am working with is attached. I would be glad if it helps. 1- The program does not leave the cover in horizontal reinforcements, if the horizontal length of the curtain is 6 m, it appears 6 m in the reinforcement. 2- I cannot print on the numbers of the reinforcements in the drawing. There is a bill of quantities, but I want each reinforcement to be indicated as a number on the drawing. 3- It would be good to show the elevation that we defined earlier in the drawing. 4- It will be better if concrete is added to the drawing and mold quantities are added automatically. There is quantity creation, but it would be better if it was directly transferred to the drawing. Erman SAYGIN Cons. ENG.
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Retaining wall
- Thread starter MAHAL00
- Start date
HakanŞahin
Administrator
Re: RETAINING WALL Hello,
The length of the retaining wall in the plan is covered."MAHAL00":icnvxu1s" said:1- The program does not leave the cover on horizontal reinforcements. If the horizontal length of the curtain is 6 m, the program shows 6 m in the reinforcement.
You can change the element size using the Move node command."MAHAL00":icnvxu1s" said:How can we revise the size after determining the size at first.
HakanŞahin
Administrator
Re: RETAINING WALL
"MAHAL00":1e61097c" said:Hakan, thank you, I will add 2 more questions. 1- Doesn't it basically calculate the support of the tripod? 2- Doesn't it calculate the crossties on the curtain?[/ quote] 1. Basically, the trestle reinforcement is drawn in the basic application plan for the raft slabs.The parameters related to the trestle reinforcement can be adjusted in the raft slab settings.2.The crossties on the curtains are calculated according to the required number per square meter as stipulated in TDY.
HakanŞahin
Administrator
Re: RETAINING WALL
"MAHAL00":1eatups9" said:Thank you, Mr. Hakan, but we will do the basic settings of the retaining wall with the basic settings that we use in normal building solutions, but we calculate and add the cross tie, not the program, because it is not visible in the drawing[/ quote] Since you asked your question with the words foundation and curtain, I wrote an answer according to those elements... You were asking about a retaining wall. What I wrote is not valid for a retaining wall. Yes, you calculate and add.
Re: RETAINING WALL I asked Hakan yesterday, but I wanted to upload a new file and ask again. While making building solutions, the number of reinforcement is written on the drawing, be it slabs or beams, but only the diameter is indicated in the retaining drawings, and the reinforcement display with the arrow shows the wrong reinforcement, especially in the drawing, how can I have the program show the number next to the diameter of the reinforcement. Erman SAYGIN İnş. ENG.
Levent Özpak
New Member
Re: RETAINING WALL
Hello, The desired arrangements in the retaining wall expansion can be made by using the two-dimensional possibilities of the program. With the object split command, the drawing can be split and the line and text can be moved to show the transverse reinforcement."MAHAL00":106d90px" said:I asked Mr. Hakan yesterday, but I wanted to upload a new file and ask again.While making building solutions, the number of reinforcements in the drawing, whether floor or beam, is written on it, but only in retaining drawings it also indicates the diameter and the reinforcement display with the arrow shows the wrong reinforcement, especially in the drawing, how can I have the program show the number next to the reinforcement diameter in the drawing Erman SAYGIN Civil Eng.
Hello, regarding the attached file; 1- Is it correct to define straight or angled retaining in the program one after the other? 2- How should the horizontal reinforcement be in angled places? Will the bend be made, or cut at the angle point and start the other retaining? 3- Doesn't it need start probe closing equipment? Are the reinforcements left flat horizontally? 4- Whether it is single or multiple, straight or angled, does the program not give horizontal reinforcement expansion along with vertical? I wish you a happy holiday Erman SAYGIN İnş. ENG.
Levent Özpak
New Member
Hello, -Retaining wall calculation in the program is solved for 1 meter width. The angle of the retaining wall does not affect the results. It is assumed that the loads are perpendicular to the wall. - Horizontal reinforcement details are not given. happy holidays