{"id":1866,"date":"2026-08-03T21:35:03","date_gmt":"2026-08-03T21:35:03","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/egimli-meyilli-doseme-nasil-modellenir\/"},"modified":"2026-08-03T21:35:03","modified_gmt":"2026-08-03T21:35:03","slug":"egimli-meyilli-doseme-nasil-modellenir","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/egimli-meyilli-doseme-nasil-modellenir\/","title":{"rendered":"E\u011fimli (Meyilli) D\u00f6\u015feme Nas\u0131l Modellenir"},"content":{"rendered":"
\n

E\u011fimli bir d\u00f6\u015feme paneli olu\u015fturmak i\u00e7in \u00f6nce hizalanaca\u011f\u0131 bir <\/span><\/span>D\u00fczlem <\/span><\/span><\/b>tan\u0131mlaman\u0131z gerekir. D\u00fczlem tan\u0131mland\u0131ktan sonra d\u00f6\u015feme yeni d\u00fczleme ta\u015f\u0131nabilir.  Bu y\u00f6ntem e\u011fimli \/ meyilli kiri\u015fleri modellemek i\u00e7in de kullan\u0131labilir.
<\/span><\/span><\/p>\n


\n <\/span><\/span><\/p>\n

\u00d6rnek olarak basit bir masa \u00fcst\u00fc model kullanaca\u011f\u0131z  (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi).<\/span><\/span><\/p>\n

\n
\n
\n \n <\/div>\n
    \n
  1. “<\/span><\/span>D\u00fczlem Tan\u0131mlama<\/span><\/span><\/i><\/b>”  <\/span><\/span> d\u00fc\u011fmesine bas\u0131n; bu d\u00fc\u011fme \u00fcst k\u0131s\u0131mdaki Modelleme<\/b> sekmesinde yer al\u0131r.
    <\/span><\/span><\/li>\n


    \n <\/span><\/span><\/p>\n

  2. “<\/span><\/span>D\u00fczlem \u00d6zellikleri<\/span><\/span><\/b>” formu a\u00e7\u0131l\u0131r.
    <\/span><\/span><\/li>\n


    \n <\/span><\/span><\/p>\n

  3. Sol t\u0131klay\u0131n<\/span><\/span><\/b> \u2014 t\u0131klad\u0131\u011f\u0131n\u0131z nokta d\u00f6\u015feme b\u00f6lgesi i\u00e7inde olmal\u0131d\u0131r; d\u00fczlem o noktaya eklenir.<\/span><\/span><\/li>\n<\/ol>\n

    A\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi d\u00fczlem ba\u015flang\u0131\u00e7ta kat seviyesinde yatay olarak konumland\u0131r\u0131l\u0131r; seviye ve e\u011fim, d\u00fczlemin k\u00f6\u015felerindeki \u00fc\u00e7 d\u00fc\u011f\u00fcm noktas\u0131 (“<\/span><\/span>Nokta: 1<\/span><\/span><\/i>“, “<\/span><\/span>Nokta: 2<\/span><\/span><\/i>” ve “<\/span><\/span>Nokta: 3<\/span><\/span><\/i>” alanlar\u0131) ile kontrol edilir.  Bir d\u00fczlem 3 nokta ile tam olarak tan\u0131mlan\u0131r; bu nedenle 4<\/span><\/span>.<\/span><\/span><\/sup> nokta dahili olarak hesaplan\u0131r ve diyalog penceresinde g\u00f6sterilmez<\/span>.<\/span><\/span><\/p>\n

    \n
    \n \n <\/div>\n

    D\u00fczlem eleman\u0131 ilk tan\u0131mland\u0131\u011f\u0131nda “<\/span><\/span>Z<\/span><\/span><\/i>” alanlar\u0131ndaki t\u00fcm de\u011ferler s\u0131f\u0131r olur. Bu, d\u00fczlemin kat seviyesine paralel ve ayn\u0131 seviyede oldu\u011fu anlam\u0131na gelir. Bir k\u00f6\u015fe noktas\u0131n\u0131n “Z” alan\u0131na pozitif bir de\u011fer girilirse, ilgili k\u00f6\u015fe noktas\u0131 kat seviyesine g\u00f6re bu miktarda y\u00fckseltilir. Negatif bir de\u011fer ise noktay\u0131 al\u00e7alt\u0131r. <\/span><\/span>
    <\/span><\/p>\n


    \n <\/span><\/p>\n


      \n <\/span><\/p>\n
    1. Girin: <\/span><\/span>Nokta 1 Z<\/span><\/span><\/b> = -1000, Nokta 2 ve Nokta 3 de\u011ferlerini 0mm b\u0131rak\u0131n > <\/span><\/span>G\u00fcncelle<\/span><\/span>
      <\/span><\/b>Bu, Nokta 1’in (ve g\u00f6r\u00fcnmez Nokta 4’\u00fcn) 1000mm al\u00e7alt\u0131lmas\u0131 anlam\u0131na gelir.<\/span><\/span><\/li>\n


      \n <\/span><\/p>\n

    2. Sa\u011f t\u0131k > <\/span><\/span>Eleman\u0131 D\u00fczlem Tan\u0131mlamaya Ta\u015f\u0131<\/span><\/span><\/b> ><\/span><\/span>Evet<\/span><\/span><\/b> se\u00e7ene\u011fiyle onaylay\u0131n.<\/span><\/span>
      <\/li>\n<\/ol>\n

      A\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi, d\u00fczlemin i\u00e7inde veya kenar\u0131nda bulunan t\u00fcm elemanlar d\u00fczleme g\u00f6re ayarlan\u0131r.<\/span><\/p>\n

      \n
      \n \n <\/div>\n

      \n

      \n
      \n <\/p>\n
      \n Daha fazla bilgi i\u00e7in
      \n <\/span>D\u00fczlem \u00d6zellikleri<\/span><\/b> ile ilgili \u015fu makaleye bak\u0131n:<\/span> 
      \n D\u00fczlemlerle \u00c7al\u0131\u015fma<\/a>\n <\/div>\n

      <\/span>\n <\/div>\n<\/p><\/div>\n

      E\u011fimli kiri\u015fin <\/span>Kiri\u015f \u00d6zellikleri<\/span><\/b> > <\/span>3D <\/span><\/b>sekmesi a\u00e7\u0131ld\u0131\u011f\u0131nda, <\/span>del Z-I <\/span><\/b>= -1000mm ve <\/span>delZ -J <\/span><\/b>= 0 de\u011ferlerinin otomatik hesapland\u0131\u011f\u0131 g\u00f6r\u00fcl\u00fcr.  Bu de\u011ferler P1 d\u00fczlemine ba\u011fl\u0131d\u0131r (kilitlidir) ve de\u011fi\u015ftirilemez. Gerekirse, I veya J ucu <\/span>X <\/span><\/b>i\u015faretine t\u0131klanarak d\u00fczlemden ayr\u0131\u015ft\u0131r\u0131labilir.<\/span><\/p>\n

      <\/p>\n

      Benzer \u015fekilde, <\/span><\/span>Kolon \u00d6zellikleri<\/span><\/span><\/b> > <\/span><\/span>3D <\/span><\/span><\/b>sekmesinde kolonun <\/span><\/span>del z (Top)<\/span><\/span><\/b> = -1000mm de\u011feri g\u00f6r\u00fcl\u00fcr; bu de\u011fer P1 d\u00fczlemine kilitlidir. Bu ba\u011flant\u0131 da<\/span> <\/span>X <\/span><\/b><\/span>i\u015faretine t\u0131klanarak kald\u0131r\u0131labilir.<\/span><\/span><\/p>\n

      \n
      \n \n <\/div>\n<\/div>\n
      \n
      \n
      \n <\/span><\/p>\n

      \n <\/span><\/p>\n
      Kiri\u015fler de ayn\u0131 \u015fekilde d\u00fczleme kilitlenir. Meyilli kiri\u015f modellemenin di\u011fer y\u00f6ntemlerini \u00f6\u011frenmek i\u00e7in: <\/span><\/span>
      \n       E\u011fimli \/ meyilli kiri\u015f nas\u0131l modellenir<\/span><\/a>
      \n  <\/span><\/span>
      \n \n <\/div>\n<\/p><\/div>\n

      <\/span>\n <\/div>\n

      \n <\/span><\/span>
      \n \n <\/div>\n<\/div>\n
      \n \n<\/div>\n","protected":false},"excerpt":{"rendered":"

      E\u011fimli d\u00f6\u015feme panelleri olu\u015fturmak i\u00e7in \u00f6nce bir D\u00fczlem tan\u0131mlan\u0131r; d\u00f6\u015feme bu d\u00fczleme ta\u015f\u0131narak e\u011fim verilir. Ayn\u0131 y\u00f6ntem e\u011fimli kiri\u015fler i\u00e7in de kullan\u0131labilir.<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"[{\"url\":\"https:\/\/www.youtube.com\/watch?v=Rw22ZyHAPdg\",\"thumbnail\":\"https:\/\/i.ytimg.com\/vi\/Rw22ZyHAPdg\/default.jpg\",\"type\":\"video\",\"title\":\"Tooltip: How to Model Composite Slabs\"}]","_whitepaper_youtube_url":"https:\/\/www.youtube.com\/watch?v=Rw22ZyHAPdg","_whitepaper_youtube_thumbnail":"https:\/\/i.ytimg.com\/vi\/Rw22ZyHAPdg\/default.jpg","footnotes":""},"categories":[19,47],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1866","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-structural-modelling"],"yoast_head":"\nE\u011fimli D\u00f6\u015feme Nas\u0131l Modellenir? - ProtaStructure Rehberi<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da e\u011fimli d\u00f6\u015feme nas\u0131l modellenir? 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