{"id":1784,"date":"2026-08-03T21:34:08","date_gmt":"2026-08-03T21:34:08","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/detayli-tasarim-diyagrami-protastructure-2022\/"},"modified":"2026-08-03T21:34:08","modified_gmt":"2026-08-03T21:34:08","slug":"detayli-tasarim-diyagrami-protastructure-2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/detayli-tasarim-diyagrami-protastructure-2022\/","title":{"rendered":"Detayl\u0131 Tasar\u0131m Diyagram\u0131 – ProtaStructure 2022"},"content":{"rendered":"
\n

Giri\u015f
<\/span><\/h1>\n
Eleman analiz sonu\u00e7lar\u0131 <\/span><\/span>Detayl\u0131 Tasar\u0131m Diyagram\u0131'nda <\/span><\/span><\/span>Bina Analizi \u00e7al\u0131\u015ft\u0131r\u0131ld\u0131ktan sonra g\u00f6r\u00fcnt\u00fclenebilir. Moment, eksenel y\u00fck, burulma, kesme gibi kuvvetler burada incelenebilir. <\/span><\/span><\/div>\n
Detayl\u0131 Tasar\u0131m Diyagram\u0131'na eri\u015fmek i\u00e7in:<\/span>
<\/span><\/span><\/div>\n
    \n
  1. \n
    "Kesit Tasar\u0131m\u0131" eleman\u0131nda <\/span><\/span>"Diyagramlar"a t\u0131klay\u0131n,<\/span><\/span><\/div>\n<\/li>\n
  2. \n
    Elemana sa\u011f t\u0131klay\u0131p "Analiz Sonucu Diyagramlar\u0131"n\u0131 se\u00e7in <\/span><\/span>,
    <\/span><\/span><\/div>\n<\/li>\n
  3. \n
    veya Analitik Model'de eleman (rijit ba\u011flant\u0131) \u00fczerinde sa\u011f t\u0131klay\u0131p "Detayl\u0131 Diyagram\u0131 G\u00f6ster"yi se\u00e7in.<\/span>
    <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
    \n
    \"Uyar\u0131\"<\/p>\n
    Bina Analizi,<\/span><\/span> Detayl\u0131 Tasar\u0131m Diyagram\u0131<\/span><\/span><\/span>'n\u0131 incelemeden \u00f6nce \u00e7al\u0131\u015ft\u0131r\u0131lmal\u0131d\u0131r.<\/span>
    <\/span><\/span><\/div>\n
    Modelde veya ayarlarda yap\u0131lan de\u011fi\u015fiklikler, tasar\u0131m diyagram\u0131n\u0131 ge\u00e7ersiz\/g\u00fcncel olmayan hale getirir; kullan\u0131c\u0131y\u0131 uyarmak i\u00e7in bir uyar\u0131 mesaj\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/span><\/span>
    <\/span><\/div>\n

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

    Detayl\u0131 Tasar\u0131m Diyagramlar\u0131 Diyalog Penceresi
    <\/span><\/h1>\n
     <\/span><\/span>Detayl\u0131 Tasar\u0131m Diyagram\u0131 <\/span><\/span><\/span>diyalog penceresinde, kuvvetler de\u011ferleriyle birlikte diyagramda g\u00f6sterilir. Kullan\u0131c\u0131, kuvvetleri ve herhangi bir y\u00fck durumunu, y\u00fck kombinasyonunu veya y\u00fck zarf\u0131n\u0131 ayr\u0131nt\u0131l\u0131 olarak g\u00f6r\u00fcnt\u00fclemek i\u00e7in sol paneli kullanabilir.<\/span><\/span>
    <\/span><\/div>\n

    <\/span><\/div>\n
    Diyalog penceresindeki ayar se\u00e7enekleri a\u015fa\u011f\u0131da a\u00e7\u0131klanm\u0131\u015ft\u0131r:<\/span><\/span><\/div>\n
      \n
    1. \n
      Kiri\u015f Aks\u0131 (<\/b><\/span><\/span><\/u><\/span>Sadece Kiri\u015f Tasar\u0131m Diyagram\u0131nda g\u00f6r\u00fcn\u00fcr)<\/b><\/span><\/span><\/u> <\/b><\/span><\/span><\/span><\/span>:<\/b> <\/span><\/span><\/span>Ge\u00e7erli se\u00e7ili Kiri\u015f\/Kiri\u015f grubunu g\u00f6sterir. Benzer kiri\u015fler varsa bu alanda "Grup Zarf\u0131" ifadesi g\u00f6sterilir. Kullan\u0131c\u0131, a\u00e7\u0131l\u0131r listeden tek bir kiri\u015f se\u00e7ebilir. <\/span><\/span><\/span>
      <\/span><\/span><\/div>\n<\/li>\n
    2. \n
      Detayl\u0131 De\u011ferleri G\u00f6ster<\/b><\/span><\/span><\/u> : <\/b><\/span><\/span><\/span>Bu se\u00e7enek i\u015faretlendi\u011finde, kullan\u0131c\u0131 tam de\u011ferleri g\u00f6rebilir<\/span><\/span> (imle\u00e7, diyagramda eleman boyunca belirli bir konuma getirildi\u011finde).<\/span><\/span><\/span>
      <\/span><\/span><\/div>\n<\/li>\n
    3. \n
      \u0130stasyonlar\u0131 Optimize Et<\/b><\/span><\/span><\/u> :<\/b> <\/span><\/span><\/span>Bu se\u00e7enek i\u015faretlendi\u011finde, i<\/span><\/span>stasyon say\u0131s\u0131 azalt\u0131larak diyagram ve de\u011ferlerin sunumunda benzer do\u011fruluk korunacak \u015fekilde optimize edilir. \u0130\u015faretlenmezse diyagramlar varsay\u0131lan maksimum istasyon say\u0131s\u0131 kullan\u0131larak g\u00f6sterilir.<\/span><\/span><\/span>
      <\/span><\/span><\/div>\n<\/li>\n
    4. \n
      A\u00e7\u0131 Tolerans\u0131<\/b><\/span><\/span><\/u> :<\/b> <\/span><\/span><\/span> <\/span><\/span>Optimized Stations<\/b><\/span><\/span><\/span> se\u00e7ili oldu\u011funda giri\u015f yap\u0131lmas\u0131n\u0131 sa\u011flar. Bu alan, diyagram\u0131n e\u011frisi boyunca olu\u015fturulacak istasyonlar\u0131n a\u00e7\u0131 tolerans\u0131n\u0131 de\u011fi\u015ftirmeye olanak verir; varsay\u0131lan de\u011fer 2\u00b0’dir. Bu de\u011fer d\u00fc\u015f\u00fcr\u00fcld\u00fc\u011f\u00fcnde, diyagram e\u011fri boyunca daha do\u011fru istasyonlar olu\u015fturur ancak detay yo\u011funlu\u011fu artabilir. Bu de\u011fer y\u00fckseltildi\u011finde istasyon say\u0131s\u0131 azal\u0131r; a\u00e7\u0131 \u00e7ok b\u00fcy\u00fckse bilgi eksikli\u011fi veya hatal\u0131 sonu\u00e7 ortaya \u00e7\u0131kabilir.
      <\/span><\/span><\/div>\n<\/li>\n
    5. \n
      Diyagram<\/b><\/span><\/span><\/u> :<\/b> <\/span><\/span><\/span>Kuvvet bilgilerinin diyagramda g\u00f6sterilmesine izin vermek i\u00e7in bu se\u00e7ene\u011fi i\u015faretleyin. Kuvvet se\u00e7enekleri a\u015fa\u011f\u0131dad\u0131r.
      <\/span><\/span><\/div>\n<\/li>\n
        \n
      1. \n
        Y\u00fckler, L :<\/b><\/span><\/span><\/span> <\/b>Elemana ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f d\u0131\u015f d\u00f6\u015feme y\u00fcklerini ve kullan\u0131c\u0131 tan\u0131ml\u0131 y\u00fckleri g\u00f6sterir. L-1 = Yerel Eksen 1; L-2 = Yerel Eksen 2; L-3 = Yerel Eksen 3.
        "Y\u00fck Durumu ve Kombinasyonlar\u0131"nda "Zarf Diyagram\u0131" se\u00e7ildi\u011finde kullan\u0131lamaz.<\/span><\/span><\/div>\n<\/li>\n
      2. \n
        Eksenel kuvvet, N :<\/b><\/span><\/span><\/span> Diyagramda eksenel kuvveti g\u00f6sterir. <\/span><\/span>Burulma, T :<\/b><\/span><\/span><\/span> <\/b>Diyagramda burulmay\u0131 g\u00f6sterir.
        <\/span><\/span><\/div>\n<\/li>\n
      3. \n
        Kesme, V : <\/b><\/span><\/span><\/span>Diyagramda kesme kuvvetini g\u00f6sterir. V2 = maj\u00f6r kesme; V3 = min\u00f6r kesme; 
        <\/span><\/span><\/div>\n<\/li>\n
      4. \n
        Moment, M :<\/b> <\/span><\/span><\/span>Diyagramda momenti g\u00f6sterir. M33 = maj\u00f6r moment; M22 = min\u00f6r moment
        <\/span><\/span><\/div>\n<\/li>\n
      5. \n
        Sehim, \u03b4 :<\/b><\/span><\/span><\/span> <\/b>Diyagramda eleman\u0131n sehimini g\u00f6sterir. \u03b42 = maj\u00f6r sehim; \u03b43 = min\u00f6r sehim
        <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
      6. \n
        Sehim G\u00f6r\u00fcnt\u00fcleme Tipi<\/b><\/span><\/span><\/u> : <\/b><\/span><\/span><\/span>Farkl\u0131 sehim tiplerini g\u00f6r\u00fcnt\u00fcleme se\u00e7enekleri:
        <\/span><\/span><\/div>\n<\/li>\n
          \n
        1. \n
          Absolute (Mutlak):<\/b><\/span><\/span><\/span> Sehim \u015feklini g\u00f6stermek i\u00e7in mutlak d\u00f6nme ve sehim de\u011ferleri kullan\u0131l\u0131r.
          <\/span><\/span><\/div>\n<\/li>\n
        2. \n
          Normalized (Normalize):<\/b><\/span><\/span><\/span> <\/b>Mutlak \u015fekil, ilk noktada hesaplanan de\u011fere g\u00f6re normalize edilir.
          <\/span><\/span><\/div>\n<\/li>\n
        3. \n
          Relative (Ba\u011f\u0131l):<\/b><\/span><\/span><\/span> <\/b>Sehim \u015fekli, hem ba\u015flang\u0131\u00e7 hem biti\u015f noktalar\u0131na g\u00f6re normalize edilir. Bu, kullan\u0131labilirlik kontrollerinde her iki uca g\u00f6re sehimi belirlerken \u00f6zellikle kullan\u0131\u015fl\u0131d\u0131r.
          <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n<\/ol>\n
          \n

          <\/span><\/span><\/div>\n<\/blockquote>\n
            \n
          1. \n
            Y\u00fck Durumlar\u0131 ve Y\u00fck Kombinasyonlar\u0131<\/b><\/span><\/span><\/u> : <\/b><\/span><\/span><\/span>Diyagram, se\u00e7ilen y\u00fck durumlar\u0131na, y\u00fck kombinasyonlar\u0131na veya y\u00fck zarf\u0131na g\u00f6re olu\u015fturulur. Y\u00fck kombinasyonu listesi, alttaki a\u00e7\u0131l\u0131r liste kullan\u0131larak filtrelenebilir. <\/span><\/span><\/div>\n<\/li>\n
          2. \n
            Farkl\u0131 Analiz Sonu\u00e7lar\u0131n\u0131 G\u00f6r\u00fcnt\u00fcleme<\/b><\/u> : <\/span><\/span>Kolon, kiri\u015f ve \u00e7er\u00e7eve elemanlar\u0131 i\u00e7in analiz sonu\u00e7lar\u0131n\u0131 \u201cBuilding Analysis\u201d, \u201cFE Floor Analysis\u201d veya \u201cMerged\u201d se\u00e7eneklerinden g\u00f6r\u00fcnt\u00fcleme se\u00e7ene\u011fidir. \u201cMerged\u201d modunda d\u00fc\u015fey y\u00fck durumu sonu\u00e7lar\u0131 \u201cFE Floor Analysis\u201dtan al\u0131n\u0131rken, di\u011fer y\u00fck durumu sonu\u00e7lar\u0131 \u201cBuilding Analysis\u201dtan toplan\u0131r. Bu se\u00e7enek yaln\u0131zca kullan\u0131c\u0131lar kiri\u015f\/kolon FE sonu\u00e7lar\u0131n\u0131 birle\u015ftirmeyi se\u00e7ti\u011finde etkinle\u015ftirilebilir.<\/span><\/font><\/div>\n<\/li>\n<\/ol>\n
            <\/div>\n
              \n
            1. \n
              G\u00f6rselle\u015ftirme Paneli<\/b><\/span><\/span><\/u> : <\/b><\/span><\/span><\/span>A\u015fa\u011f\u0131daki ara\u00e7lar\u0131 kullanarak yaz\u0131 boyutunu ve diyagram g\u00f6r\u00fcnt\u00fcleme \u00f6l\u00e7e\u011fini ayarlamaya olanak tan\u0131r: 
              <\/span><\/span><\/div>\n<\/li>\n
                \n
              1. \n
                 <\/span><\/span> = <\/span><\/span>Yatay \u00d6l\u00e7ek. <\/span><\/span><\/span>Diyagramlar\u0131n yatay \u00f6l\u00e7e\u011fini art\u0131r\u0131n veya azalt\u0131n.<\/span><\/span><\/div>\n<\/li>\n
              2. \n
                 <\/span><\/span> = <\/span><\/span>Varsay\u0131lan G\u00f6r\u00fcnt\u00fcleme \u00d6l\u00e7e\u011fi.<\/span><\/span><\/span> Varsay\u0131lan \u00f6l\u00e7e\u011fe s\u0131f\u0131rlamak i\u00e7in t\u0131klay\u0131n.<\/span><\/span><\/div>\n<\/li>\n
              3. \n
                 = <\/span><\/span>Yaz\u0131 boyutunu art\u0131r\u0131n \/ azalt\u0131n.<\/span><\/span><\/span><\/div>\n<\/li>\n
              4. \n
                 = <\/span><\/span>Varsay\u0131lan Yaz\u0131 Boyutu. <\/span><\/span><\/span> Varsay\u0131lan yaz\u0131 boyutuna s\u0131f\u0131rlamak i\u00e7in t\u0131klay\u0131n.<\/span><\/span><\/span>
                <\/span><\/span><\/div>\n<\/li>\n
              5. \n
                B\u00fcy\u00fct\u00fclm\u00fc\u015f Deprem Tasar\u0131m\u0131 Sonu\u00e7lar\u0131n\u0131 G\u00f6ster.<\/span><\/span><\/span>
                <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n<\/ol>\n
                  \n
                1. \n
                  Rapor<\/b><\/span><\/span><\/u> :<\/b> <\/span><\/span><\/span>Diyagraml\u0131 veya diyagrams\u0131z, tablo bi\u00e7iminde rapor olu\u015fturun. <\/span><\/span>
                  <\/span><\/div>\n<\/li>\n
                2. \n
                  \u00c7\u0131k\u0131\u015f<\/b><\/span><\/span><\/u> :<\/b><\/span><\/span><\/span> Diyalog penceresini kapatmak i\u00e7in.<\/span><\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
                  <\/div>\n<\/div>\n
                  <\/div>\n","protected":false},"excerpt":{"rendered":"

                  ProtaStructure’da Bina Analizi \u00e7al\u0131\u015ft\u0131r\u0131ld\u0131ktan sonra moment, kesme, burulma ve eksenel y\u00fck gibi eleman kuvvetlerinin Detayl\u0131 Tasar\u0131m Diyagram\u0131 ile nas\u0131l g\u00f6r\u00fcnt\u00fclenece\u011fi a\u00e7\u0131klan\u0131r.<\/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-1784","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nDetayl\u0131 Tasar\u0131m Diyagram\u0131 | ProtaStructure K\u0131lavuzu<\/title>\n<meta name=\"description\" content=\"Detayl\u0131 Tasar\u0131m Diyagram\u0131 ile ProtaStructure'da kiri\u015f, kolon ve di\u011fer elemanlar\u0131n moment, kesme ve burulma de\u011ferlerini g\u00f6r\u00fcnt\u00fcleyin. 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