{"id":1782,"date":"2026-08-03T21:34:07","date_gmt":"2026-08-03T21:34:07","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/bina-modeli-kontrolu\/"},"modified":"2026-08-03T21:34:07","modified_gmt":"2026-08-03T21:34:07","slug":"bina-modeli-kontrolu","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/bina-modeli-kontrolu\/","title":{"rendered":"Bina Modeli Kontrol\u00fc"},"content":{"rendered":"
Bina modeli kontrol\u00fc, olas\u0131 modelleme hatalar\u0131n\u0131 veya yanl\u0131\u015fl\u0131klar\u0131n\u0131 kontrol eder.
<\/span><\/span><\/div>\n
    \n
  1. "Bina Modeli Kontrol\u00fc" i\u015flemini model olu\u015fturulurken kademeli olarak ger\u00e7ekle\u015ftirmeniz \u00f6nerilir. Sorunlar bu sayede analiz \u00e7al\u0131\u015ft\u0131r\u0131lmadan \u00f6nce projenin erken a\u015famas\u0131nda belirlenir.
    <\/span><\/span><\/li>\n
  2. Listelenen sorunlar\u0131n t\u00fcm\u00fc hata de\u011fildir. Baz\u0131lar\u0131, d\u00fczeltilip d\u00fczeltilmeyece\u011fine karar vermeniz i\u00e7in do\u011frulama gerektiren uyar\u0131lar olabilir.
    <\/span><\/span><\/li>\n
  3. \u0130lgili eleman etiketleri belirtilir; bu etiketleri kullanarak belirtilen sorunun konumunu bulup do\u011frulay\u0131n.
    <\/span><\/span><\/li>\n<\/ol>\n
    Bina modeli kontrollerindeki hata\/uyar\u0131 listesi a\u015fa\u011f\u0131da verilmi\u015ftir:<\/span>
    <\/span><\/div>\n

    \u00c7ak\u0131\u015fan D\u00f6\u015feme Kontrol\u00fc
    <\/span><\/h2>\n
    Bu hata, iki d\u00f6\u015feme kenar\u0131n\u0131n birbiriyle \u00e7ak\u0131\u015fmas\u0131 durumunda olu\u015fur. D\u00f6\u015feme d\u00fc\u011f\u00fcm noktalar\u0131 birbiriyle \u00e7ak\u0131\u015fmamal\u0131d\u0131r; aksi halde d\u00f6\u015feme y\u00fckleri do\u011fru hesaplanamayabilir.<\/span><\/span><\/div>\n
    <\/div>\n
    \n
    \"Uyar\u0131\"<\/p>\n
    Bu kritik bir hatad\u0131r ve d\u00fczeltilmelidir. <\/span><\/span><\/div>\n

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

    \n

    K\u00fc\u00e7\u00fck Alanl\u0131 ve K\u00fc\u00e7\u00fck En-Boy Oranl\u0131 D\u00f6\u015femelerin Kontrol\u00fc<\/span><\/b>
    <\/span><\/h2>\n
    Modelde \u00e7ok k\u00fc\u00e7\u00fck bir d\u00f6\u015feme bulunmas\u0131 durumunda bu uyar\u0131 g\u00f6r\u00fcnt\u00fclenir. <\/span><\/div>\n
    \n
    \"Notlar\"<\/p>\n
    Bu kritik bir hata de\u011fildir; gerekli kontrol yap\u0131ld\u0131ktan sonra model amac\u0131na uygunsa g\u00f6z ard\u0131 edilebilecek bir uyar\u0131d\u0131r. <\/div>\n

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

    Ge\u00e7ersiz D\u00f6\u015feme Poligonu Kontrol\u00fc
    <\/span><\/h2>\n
    Bu hata, d\u00f6\u015feme kenarlar\u0131n\u0131n d\u00fczg\u00fcn \u015fekilde yerle\u015ftirilmemesi ve bu nedenle d\u00f6\u015feme kenar d\u00fc\u011f\u00fcm noktalar\u0131n\u0131n kiri\u015f d\u00fc\u011f\u00fcm noktalar\u0131na tam olarak ba\u011flanamamas\u0131 durumunda olu\u015fur. Bu durum, kiri\u015flerde d\u00f6\u015feme y\u00fcklerinin eksik hesaplanmas\u0131na yol a\u00e7abilir.
    <\/span><\/div>\n

    <\/span><\/div>\n
    Bu hatay\u0131 incelemek i\u00e7in plan g\u00f6r\u00fcn\u00fc\u015fte d\u00f6\u015feme d\u00fc\u011f\u00fcm noktalar\u0131n\u0131n kiri\u015fler taraf\u0131ndan etkin \u015fekilde desteklenip desteklenmedi\u011fini kontrol edin. D\u00f6\u015feme taramas\u0131n\u0131n, ta\u015f\u0131y\u0131c\u0131 kiri\u015flerin s\u0131n\u0131rlar\u0131 i\u00e7inde tam olarak yer al\u0131p almad\u0131\u011f\u0131n\u0131 da kontrol edin.<\/span><\/div>\n
    \n
    \n
    \"Uyar\u0131\"<\/p>\n
    Bu kritik bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span> <\/div>\n

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

    \u00c7ak\u0131\u015fan Kolon Kontrol\u00fc<\/span>
    <\/h2>\n
    Bu kontrol, ayn\u0131 konumda iki veya daha fazla kolon bulunup bulunmad\u0131\u011f\u0131n\u0131 denetler. Bu hata olu\u015ftu\u011funda, \u00e7ak\u0131\u015fan kolonlar\u0131 \u201cyap\u0131 a\u011fac\u0131\u201d \u00fczerinden bulup ikisinden birini silin.<\/span><\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    Ama\u00e7 d\u00fczensiz bir kolon \u015fekli olu\u015fturmaksa, bu i\u015flevi kullan\u0131n: Poligon Kolon D\u00fczenleyici<\/a>.<\/span><\/div>\n
    <\/div>\n
    \n
    \n
    \"Uyar\u0131\"Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span> <\/span><\/div>\n<\/div>\n<\/div>\n
    \n

    Kiri\u015fler\/Perdelerle \u00c7ak\u0131\u015fan D\u00f6\u015femelerin Kontrol\u00fc
    <\/span><\/h2>\n
    Bu kontrol, mevcut d\u00f6\u015femelerle \u00e7ak\u0131\u015fabilecek kiri\u015f veya perde duvarlar\u0131 denetler.<\/span><\/span><\/div>\n

    <\/span><\/span><\/div>\n
    Bu hata olu\u015ftu\u011funda, mevcut d\u00f6\u015femeyi silip yeniden modelleyerek d\u00f6\u015feme kenarlar\u0131n\u0131n kiri\u015f veya perde duvarla \u00e7ak\u0131\u015fmak yerine ona do\u011fru \u015fekilde ba\u011flanmas\u0131n\u0131 sa\u011flay\u0131n.<\/span><\/span><\/div>\n
    <\/div>\n
    \n
    \"Uyar\u0131\"Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span> <\/span><\/div>\n<\/div>\n

    Kolonlarla \u00c7ak\u0131\u015fan D\u00f6\u015femelerin Kontrol\u00fc
    <\/span><\/h2>\n
    Bu uyar\u0131, kolonlar\u0131n d\u00f6\u015feme panelleri i\u00e7inde modellenip modellenmedi\u011fini kontrol eder; kiri\u015fli d\u00f6\u015feme sisteminde kolonlar her zaman d\u00f6\u015feme kenar\u0131nda olmal\u0131d\u0131r. <\/span><\/div>\n
    <\/div>\n
    Bu uyar\u0131, kiri\u015fsiz d\u00f6\u015feme sistemlerinde g\u00f6z ard\u0131 edilebilir. Model kiri\u015fsiz d\u00f6\u015feme ise bu kontrol\u00fc atlamak i\u00e7in "D\u00f6\u015feme Paneli \u0130\u00e7inde Kolon Kontrol\u00fc" se\u00e7ene\u011finin i\u015faretini kald\u0131r\u0131n.<\/span><\/div>\n
    <\/div>\n
    Kiri\u015fsiz d\u00f6\u015feme modelinde bu uyar\u0131y\u0131 \u00f6nlemenin bir ba\u015fka yolu, a\u015fa\u011f\u0131daki \u00f6rnekte g\u00f6sterildi\u011fi gibi kolonlar\u0131 d\u00f6\u015feme s\u0131n\u0131rlar\u0131na yerle\u015ftirmektir.<\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    <\/div>\n
    \n
    \"Uyar\u0131\"<\/p>\n
    Bu, kiri\u015fli d\u00f6\u015feme d\u00fczeni i\u00e7in kritik bir hatad\u0131r ve d\u00fczeltilmelidir.  Kiri\u015fsiz d\u00f6\u015feme sisteminde g\u00f6z ard\u0131 edilebilir<\/span>. <\/div>\n

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

    Kiri\u015flerle ve Perdelerle \u00c7ak\u0131\u015fan Kiri\u015flerin Kontrol\u00fc
    <\/span><\/h2>\n
    Bu hata, iki veya daha fazla kiri\u015fin\/perdenin birbiriyle \u00e7ak\u0131\u015fmas\u0131 durumunda olu\u015fur.
    <\/span><\/span><\/div>\n

    <\/span><\/span><\/div>\n
    Kiri\u015flerin\/perdelerin \u00e7ak\u0131\u015fmamas\u0131n\u0131 sa\u011flamak i\u00e7in, kiri\u015fler ta\u015f\u0131y\u0131c\u0131 a\u00e7\u0131kl\u0131klar\u0131 ge\u00e7ti\u011finde b\u00f6l\u00fcnmesi gerekti\u011fini bildiren mesaj g\u00f6r\u00fcnt\u00fclendi\u011finde "Evet"e t\u0131klay\u0131n.<\/span><\/span><\/div>\n

    \n
    <\/div>\n<\/h3>\n
    \n
    \"Uyar\u0131\"Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span> <\/span><\/div>\n<\/div>\n

    Aks Kesi\u015fimlerinin Ge\u00e7erlili\u011fi Kontrol\u00fc<\/span>
    <\/h2>\n
    Bu hata, bir aks de\u011fi\u015ftirildi\u011finde ve ilgili aksla art\u0131k kesi\u015fmedi\u011finde, ancak mevcut bir eleman bu kesi\u015fime h\u00e2l\u00e2 ihtiya\u00e7 duydu\u011funda olu\u015fur.<\/span><\/span><\/div>\n
    \n
    \"Uyar\u0131\"<\/p>\n
    Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span><\/div>\n

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

    Aks Kesi\u015fimlerinin Yak\u0131nl\u0131\u011f\u0131 Kontrol\u00fc<\/span>
    <\/h2>\n
    Akslar\u0131n kesi\u015fim noktalar\u0131 birbirine \u00e7ok yak\u0131n oldu\u011funda (10 mm’den az) bu uyar\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/span><\/span><\/div>\n
    <\/div>\n
    Birbirine \u00e7ok yak\u0131n \u00e7ok say\u0131da aks kesi\u015fimi bulunmas\u0131 modelleme hatalar\u0131na yol a\u00e7abilir ve do\u011fru kesi\u015fim noktas\u0131na yakalama yapmak \u00e7ok zorla\u015f\u0131r.<\/span><\/span><\/div>\n
    <\/span><\/span><\/div>\n
    A\u015fa\u011f\u0131daki \u00f6rnekte, 3 aks ortak bir noktada kesi\u015fiyormu\u015f gibi g\u00f6r\u00fcn\u00fcr; ancak yak\u0131nla\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda, asl\u0131nda birbirine \u00e7ok yak\u0131n 3 ayr\u0131 aks kesi\u015fimi oldu\u011fu g\u00f6r\u00fcl\u00fcr.<\/span><\/span><\/div>\n
     <\/span>   <\/span>                                                                        <\/span><\/span><\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    \"Notlar\"<\/p>\n
    Bu kontrol, bir hatadan \u00e7ok bir uyar\u0131 niteli\u011findedir. Bu sorunu \u00f6nlemek i\u00e7in a\u015fa\u011f\u0131daki iyi aks modelleme kurallar\u0131 izlenmelidir:
    <\/span><\/span><\/div>\n
      \n
    1. Ek bir aks olu\u015ftururken (yukar\u0131daki G Aks\u0131 \u00f6rne\u011finde oldu\u011fu gibi), g\u00f6rsel bir tahmine g\u00f6re de\u011fil, do\u011fru kesi\u015fim noktas\u0131na tam olarak yakalayarak olu\u015fturun
      <\/span><\/span><\/li>\n
    2. Akslar\u0131 birbirine \u00e7ok yak\u0131n modellemeyin. \u0130yi ta\u015f\u0131y\u0131c\u0131 sistem davran\u0131\u015f\u0131n\u0131n \u00f6nceliklendirilmesi gerekti\u011fini, k\u00fc\u00e7\u00fck mimari kaymalar\u0131n g\u00f6z ard\u0131 edilmesi gerekti\u011fini unutmay\u0131n. \u00d6rne\u011fin, birbirine 50 mm gibi bir mesafede olan 2 paralel aks\u0131 modellemek uygun de\u011fildir; ta\u015f\u0131y\u0131c\u0131 sistem davran\u0131\u015f\u0131nda ihmal edilebilir bir fark yarat\u0131r.
      <\/span><\/span><\/li>\n
    3. Akslar\u0131 k\u0131sa tutun ve yaln\u0131zca elemanlar taraf\u0131ndan kullan\u0131ld\u0131\u011f\u0131 b\u00f6lgede s\u0131n\u0131rlay\u0131n. Ba\u015fka bir deyi\u015fle, bir aks yaln\u0131zca tek bir kolon taraf\u0131ndan kullan\u0131l\u0131yorsa \u00e7ok uzun \u00e7izilmesi her zaman gerekli de\u011fildir; uzun bir aks, kullan\u0131lmayan (gereksiz) d\u00fc\u011f\u00fcmler olu\u015fturmak \u00fczere bir\u00e7ok ba\u015fka aksla kesi\u015fir.
      <\/span><\/span><\/li>\n
        \n
      1. Akslar ve elemanlar zaten olu\u015fturulmu\u015fsa, akslar\u0131 se\u00e7ip > Sa\u011f t\u0131k > “Aks\u0131 Eleman Ekleme Noktas\u0131na Kadar Uzat\/K\u0131salt” se\u00e7ilerek akslar\u0131 otomatik olarak k\u0131saltan bir i\u015flev bulunur<\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n

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

        \u00c7ak\u0131\u015fan Akslar\u0131n Kontrol\u00fc
        <\/span><\/h2>\n
        Bu kontrol, iki veya daha fazla aks\u0131n ayn\u0131 konumda bulunup bulunmad\u0131\u011f\u0131n\u0131 denetler (a\u015fa\u011f\u0131da \u00f6rnek g\u00f6sterilmi\u015ftir).<\/span><\/span><\/div>\n
        <\/div>\n
        <\/div>\n
        Bunu d\u00fczeltmek i\u00e7in \u00e7ak\u0131\u015fan akslardan birini silin. <\/span><\/span><\/div>\n
        Belirli bir aks kullan\u0131larak elemanlar zaten olu\u015fturulmu\u015fsa, \u00f6nce bu eleman\u0131n silinmesi gerekir. Aksla ili\u015fkili elemanlar\u0131 bulmak i\u00e7in: <\/span><\/span><\/div>\n
        1.  Aks\u0131 se\u00e7in<\/span><\/span><\/div>\n
        2.  Sa\u011f t\u0131k > “Aks\u0131 Kullanan Elemanlar\u0131 Listele” se\u00e7ene\u011fini se\u00e7in<\/span><\/span><\/div>\n
        <\/div>\n
        \n
        \"Notlar\"<\/p>\n
        Bu kritik bir hata de\u011fildir; analiz ve tasar\u0131m yine de yap\u0131labilir. Ancak tasar\u0131m ve \u00e7izim \u00fcretim a\u015famas\u0131nda ili\u015fkili elemanlar i\u00e7in hangi aks\u0131n kullan\u0131laca\u011f\u0131 konusunda kar\u0131\u015f\u0131kl\u0131k olu\u015fabilir.<\/span> <\/div>\n

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

        <\/div>\n

        Akslar\u0131n Tam Ortogonallik Kontrol\u00fc<\/span>
        <\/span><\/span><\/h2>\n
        Bu uyar\u0131, neredeyse ortogonal bir aks bulundu\u011funda, akslar\u0131n ortogonalli\u011fine ili\u015fkin bir kontrol olarak g\u00f6r\u00fcnt\u00fclenir; \u00f6rne\u011fin aks\u0131n 0,001 derecelik bir d\u00f6n\u00fc\u015f a\u00e7\u0131s\u0131na sahip olmas\u0131 durumunda.<\/span><\/span>
        <\/span><\/div>\n

        <\/span><\/div>\n
        Bu uyar\u0131y\u0131 d\u00fczeltmek i\u00e7in “Review” sekmesine t\u0131klay\u0131p <\/span>Fix the Almost Orthogonal Axes<\/span><\/a> se\u00e7ene\u011fine t\u0131klayabilirsiniz.<\/span><\/span><\/div>\n
        <\/p>\n
        \"Notlar\"<\/p>\n
        Bu kritik bir hata de\u011fildir, daha \u00e7ok bir uyar\u0131d\u0131r; kullan\u0131c\u0131n\u0131n de\u011ferlendirmesine g\u00f6re g\u00f6z ard\u0131 edilebilir. <\/span><\/span><\/div>\n
        Bu uyar\u0131, Sonlu Eleman D\u00f6\u015feme Analizi veya Bina Analizinde d\u00f6\u015feme ekleme veya d\u00f6\u015femelerin a\u011f olu\u015fturma (mesh) i\u015fleminde sorunlara yol a\u00e7abilir.
        <\/span><\/span><\/div>\n
        Bu sorun, Dxf \u00e7iziminden i\u00e7e aktar\u0131lan akslardan kaynaklanabilir; \u00e7izilen akslar kendili\u011finden k\u00fc\u00e7\u00fck a\u00e7\u0131lara sahip olabilir<\/span>. <\/span><\/div>\n

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

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


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

        Alt Katlarda \u00c7ak\u0131\u015fan Uzun Kolon ve Perdelerin Kontrol\u00fc
        <\/span><\/h2>\n
        Bu hata, \u00fcst kattaki kolon uzunlu\u011funun alttaki kolonlarla \u00e7ak\u0131\u015fmas\u0131 durumunda olu\u015fur.<\/span><\/span><\/div>\n
        Bu hatay\u0131 \u00e7\u00f6zmek i\u00e7in kolon \u00f6zelliklerindeki \u201clen\u201d de\u011ferinin do\u011fru girildi\u011finden emin olun: <\/span><\/span>
        <\/span><\/div>\n
          \n
        1. \u00d6rne\u011fin ST02’de modellenen bir kolonun "len" de\u011feri 2 ise, bu kolon a\u015fa\u011f\u0131 y\u00f6nde 2 kat boyunca devam eder. <\/span><\/span>
          <\/span><\/li>\n
        2. ST01’de kolon modellemeye gerek yoktur; aksi halde \u00fcstteki kolonla \u00e7ak\u0131\u015fma olu\u015fur.<\/span><\/span><\/li>\n<\/ol>\n
          \n
          \"Uyar\u0131\"<\/p>\n
          Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir<\/span>.<\/span> <\/div>\n

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

          Kolon ve Perdelerin G\u00f6r\u00fcn\u00fc\u015fte \u00c7ak\u0131\u015fmas\u0131n\u0131n Kontrol\u00fc<\/span>
          <\/h2>\n
          Bu hata, e\u011fik\/e\u011fimli bir kolonun g\u00f6r\u00fcn\u00fc\u015fte d\u00fcz bir kolonla \u00e7ak\u0131\u015fmas\u0131 durumunda verilir.<\/span><\/div>\n
          <\/div>\n
          <\/div>\n
          \n
          \"Uyar\u0131\"<\/p>\n
          Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span><\/div>\n

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

          <\/div>\n

          S\u0131f\u0131r Uzunluklu Kolon ve Perdelerin Kontrol\u00fc
          <\/span><\/h2>\n
          Bu hata, modeldeki kiri\u015f y\u00fcksekli\u011finin kat y\u00fcksekli\u011fini a\u015fmas\u0131 durumunda olu\u015fur. Bu durum, kolon\/perde eleman\u0131n\u0131n etkin uzunlu\u011funun s\u0131f\u0131r olmas\u0131na ve rijit eleman olarak analiz edilmesine yol a\u00e7ar.
          <\/span><\/span><\/div>\n

          <\/span><\/span><\/div>\n
          Bunu \u00e7\u00f6zmek i\u00e7in kat y\u00fcksekli\u011finin kiri\u015f y\u00fcksekli\u011finden (veya kattaki en y\u00fcksek kiri\u015f y\u00fcksekli\u011finden) fazla oldu\u011fundan emin olun.<\/span><\/span><\/div>\n
          <\/div>\n
          <\/p>\n
          \n
          \"Uyar\u0131\"<\/p>\n
          Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir.<\/span><\/span><\/div>\n

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

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

          S\u0131f\u0131r Net Uzunluklu Kiri\u015flerin Kontrol\u00fc<\/span>
          <\/span><\/h2>\n
          Bu kontrol, kiri\u015flerin etkin uzunlu\u011funun s\u0131f\u0131r olup olmad\u0131\u011f\u0131n\u0131, yani uzunlu\u011fun tamamen bir kolon veya perde i\u00e7inde kald\u0131\u011f\u0131 durumlar\u0131 belirlemek i\u00e7indir.
          <\/span><\/span><\/div>\n

          <\/span><\/span><\/div>\n
          Bu t\u00fcr kiri\u015fler istem d\u0131\u015f\u0131 olu\u015fmu\u015fsa silinmelidir; aksi halde analiz ve tasar\u0131m hatal\u0131 olur. <\/span><\/span><\/div>\n
          <\/div>\n
          \n
          \"Uyar\u0131\"<\/p>\n
          Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir<\/span>.<\/span><\/div>\n

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

          Tekrar Eden Etiketlerin Kontrol\u00fc<\/span>
          <\/span><\/span><\/h2>\n
          Bu hata, modeldeki elemanlar\u0131n birbirine benzer tekrarl\u0131 etiketlere sahip olmas\u0131 durumunda olu\u015fur.
          <\/span><\/span><\/div>\n

          <\/span><\/span><\/div>\n
          Bunu \u00e7\u00f6zmek i\u00e7in \u201cyap\u0131 a\u011fac\u0131\u201d \u00fczerinden tekrarlanan etiketleri bulun, elemanlar\u0131n \u00f6zelliklerine t\u0131klay\u0131n ve eleman etiketini yeniden adland\u0131r\u0131n. <\/span><\/span><\/div>\n
          T\u00fcm kat veya modeldeki elemanlar\u0131 yeniden adland\u0131rmak i\u00e7in "\u0130nceleme" sekmesinden Elemanlar\u0131 Yeniden Etiketle<\/a> se\u00e7ene\u011fine gidin.<\/span><\/span><\/div>\n
          \n
          \"Uyar\u0131\"Bu ciddi bir hatad\u0131r ve d\u00fczeltilmelidir<\/span><\/span><\/span>.<\/span><\/span><\/span><\/div>\n<\/div>\n
          \n

          Tekrar Eden Eleman Handle’lar\u0131n\u0131n Kontrol\u00fc
          <\/span><\/span><\/h2>\n
          Bu hata, modeldeki elemanlar\u0131n birbirine benzer tekrarl\u0131 eleman handle’lar\u0131na sahip olmas\u0131 durumunda olu\u015fur ve bu durum modelin ProtaSteel’e aktar\u0131lmas\u0131 s\u0131ras\u0131nda hatalara yol a\u00e7abilir.  
          <\/span><\/span><\/span><\/div>\n
          \u00c7\u00f6z\u00fcm, etkilenen elemanlar\u0131n silinip yeniden eklenmesidir. <\/span><\/span><\/span><\/div>\n
          <\/p>\n
          \"Notlar\"<\/p>\n
          Bu hata yaln\u0131zca modeli ProtaSteel’e aktarmak istedi\u011finizde ge\u00e7erlidir. <\/span><\/div>\n

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

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

          Bina modeli kontrol\u00fc, d\u00f6\u015feme, kolon, kiri\u015f ve perde \u00e7ak\u0131\u015fmalar\u0131 gibi olas\u0131 modelleme hatalar\u0131n\u0131 erken a\u015famada tespit etmenizi sa\u011flar.<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1782","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nBina Modeli Kontrol\u00fc - ProtaStructure Modelleme Hatalar\u0131<\/title>\n<meta name=\"description\" content=\"Bina modeli kontrol\u00fc ile d\u00f6\u015feme, kolon, kiri\u015f ve perde \u00e7ak\u0131\u015fmalar\u0131n\u0131 erken tespit edin. 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