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Turkish Hello, According to the analysis results, when I have the basement floor column application plan drawn by the program in my project, which has no errors, an interesting drawing occurs in the curtain detail as in the screenshot below. Another problem is that, in the basement column application drawing detail, the empty windows I opened on the curtains are visible, the longitudinal reinforcements are not visible. What should I do to make the longitudinal reinforcements appear. (the compressed version of the project is at the bottom) Regards...
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plan drawing error
- Thread starter fthylmz
- Start date
Levent Özpak
New Member
"ftthylmz":1rnhfrab" said:Hi, According to the analysis results, when I have the basement floor column application plan drawn by the program in my project, which has no errors, an interesting drawing occurs in the curtain detail as in the screenshot below. The problem in the drawing is due to the small angle between the panels P8-P9. You can arrange the drawings using 2 dimensions. Or; You can draw a single piece panel between S06-S09. -You can define a column object between P08-P09. -Also, some columns are too close to each other Reinforcement details in 1/50-120 scale can overlap each other. I recommend getting a column application plan by checking "always detail outside in application" from panel and column properties and "Draw detail block" options in panel properties.In case there is a gap in the panel, the reinforcements in the gap area are not visible in the application. It is visible in the curtain details. Good work"ftthylmz":1rnhfrab" said:Another If the problem is, the empty windows that I have opened on the curtains appear in the basement column application drawing detail. Greek equipment is not visible. What should I do so that the longitudinal reinforcements are visible.(
Thank you for the answers you have given. Also, the number of crossties in the longitudinal reinforcement of the wall seemed to be insufficient. At least 4 kiosks are given per square meter. ' is passed. I'm confused, if you know about this, could you enlighten me? Best regards... Civil Eng. Fatih YILMAZ
Levent Özpak
New Member
"ftthylmz":1w7hqayx" said:Thank you for the answers you gave. It also seemed that the number of crossties in the lengthwise reinforcements of the curtain wall was insufficient. According to TDY Article 3.6.3.3, at least 4 crossties per square meter are given for the area outside the critical wall height on the curtains.' I am confused. Can you enlighten me if you have information on this subject? Best regards... Civil Engineer Fatih YILMAZ[ /quote] The situation you mentioned is about the display of the cross-ties in the curtain detail. If cross-ties are drawn between all vertical reinforcements, the number of cross-ties will increase greatly. It may be appropriate to make a note on the drawing sheet according to the situation specified in the regulation. Good work
Levent Özpak
New Member
No. All vertical reinforcements do not need to be connected with crossties. 10 cross-ties per m2 are sufficient along its height, and 4 cross-ties per m2 are sufficient except for the critical curtain height."ftthylmz":2zv2bk2p" said:So what I understand is 'yes, all vertical reinforcements will be connected with crossties (4 pieces per m2 in the relevant project)' but this is not reflected in the drawings.
Levent Özpak
New Member
In version 8, the plan display of the crossties was changed. registered"ftthylmz":2pjoh11f" said:ide7 shows the crossties while ide8 does not show the same template in the drawing. What is the difference, here is the difference
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