{"id":1781,"date":"2026-08-03T21:34:06","date_gmt":"2026-08-03T21:34:06","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/"},"modified":"2026-08-03T21:34:06","modified_gmt":"2026-08-03T21:34:06","slug":"eksenel-yuk-karsilastirma-raporu-ornegi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/","title":{"rendered":"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi"},"content":{"rendered":"

\n

<\/span><\/div>\n
\"Bilgi\"<\/p>\n
Bu konuya ait e\u011fitim videosuna a\u015fa\u011f\u0131daki adresten ula\u015f\u0131labilir<\/span> ProtaStructure 2025 Basic E-Learning: 14 Bina Analizi, Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu<\/a><\/div>\n

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


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

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

<\/span><\/div>\n
<\/span><\/div>\n
Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporunu basit \u015fekilde g\u00f6stermek i\u00e7in basit bir model olu\u015fturulabilir. Modelin 3B g\u00f6r\u00fcn\u00fc\u015f\u00fc yukar\u0131daki gibidir. Modelin plan g\u00f6r\u00fcn\u00fc\u015f\u00fc a\u015fa\u011f\u0131daki gibidir.<\/span>
<\/span><\/div>\n
<\/span><\/div>\n
<\/span>
<\/span><\/div>\n
<\/span><\/div>\n
Modelle ilgili genel bilgiler<\/span><\/span><\/div>\n
<\/div>\n\n\n\n\n <\/colgroup>\n\n\n\n\n\n\n\n\n\n
Kiri\u015f<\/span> Boyutu<\/span> <\/td>\n: <\/span>250mm (geni\u015flik) x 500mm (derinlik)<\/span> <\/span><\/span><\/span><\/span><\/td>\n<\/tr>\n
Kolon Boyutu<\/span><\/td>\n: 250mm x 250mm<\/span><\/td>\n<\/tr>\n
Kolon Y\u00fcksekli\u011fi<\/span><\/td>\n: 3000mm<\/span><\/td>\n<\/tr>\n
D\u00f6\u015feme Kal\u0131nl\u0131\u011f\u0131<\/span><\/td>\n: 150mm – dolay\u0131s\u0131yla \u00f6z a\u011f\u0131rl\u0131k = 3.6 kN\/m<\/span>2<\/span><\/sup><\/font><\/td>\n<\/tr>\n
D\u00f6\u015feme \u00fczerindeki y\u00fckleme<\/span><\/td>\n: \u00d6z A\u011f\u0131rl\u0131k (d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131na g\u00f6re
\n otomatik olarak hesaplan\u0131r)<\/span><\/td>\n<\/tr>\n
<\/td>\n: SDL = 1 kN\/m<\/span>2<\/span><\/sup><\/font><\/td>\n<\/tr>\n
<\/td>\n: Toplam Sabit Y\u00fck = 4.6 kN\/m<\/span>2<\/span><\/sup><\/font><\/td>\n<\/tr>\n
<\/td>\n: Hareketli Y\u00fck = 0 kN\/m<\/span>2<\/span><\/sup><\/font><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n
<\/div>\n
Bu model i\u00e7in ProtaStructure taraf\u0131ndan a\u015fa\u011f\u0131daki rapor \u00fcretilir. Bilgilerin 3 ana b\u00f6l\u00fcmden (tablodan) olu\u015ftu\u011funa ve ba\u015fl\u0131klar\u0131n\u0131n kal\u0131n yaz\u0131ld\u0131\u011f\u0131na dikkat edin.<\/span> <\/span><\/span><\/div>\n
<\/div>\n
<\/div>\n
<\/span><\/span>
<\/span><\/div>\n
<\/span><\/div>\n

Bu tablonun b\u00f6l\u00fcmleri aras\u0131nda yap\u0131labilecek kar\u015f\u0131la\u015ft\u0131rmalar\u0131n ama\u00e7lar\u0131 ve ge\u00e7erlili\u011fi a\u015fa\u011f\u0131daki b\u00f6l\u00fcmlerde ele al\u0131nmaktad\u0131r.<\/span><\/span><\/p>\n

\n

Tablo 1: Toplam Y\u00fckler (D\u00f6\u015femelere Dayal\u0131)<\/span><\/span><\/h1>\n

\n

<\/div>\n
Bu tablo a\u015fa\u011f\u0131dakilerin toplam\u0131n\u0131 g\u00f6sterir:<\/span><\/u><\/b>
<\/span><\/div>\n
    \n
  1. Eleman \u00f6z a\u011f\u0131rl\u0131klar\u0131<\/span><\/li>\n
  2. Kolonlar\/perdeler \u00fczerindeki uygulanan y\u00fckler<\/span><\/li>\n
  3.  <\/span><\/span>Kiri\u015fler \u00fczerindeki uygulanan y\u00fckler
    <\/span><\/li>\n
  4. D\u00f6\u015femeler \u00fczerindeki uygulanan y\u00fckler
    <\/span><\/li>\n<\/ol>\n
    D\u00f6\u015feme y\u00fckleri, plan g\u00f6r\u00fcn\u00fc\u015f\u00fcnde g\u00f6r\u00fclen alana g\u00f6re hesaplan\u0131r \u2013 <\/span><\/span>yani<\/span><\/b> <\/span><\/span>hen\u00fcz kiri\u015flere da\u011f\u0131t\u0131lmam\u0131\u015ft\u0131r.<\/span><\/i><\/div>\n
    Detayl\u0131 hesaplamalar bu nedenle a\u015fa\u011f\u0131daki gibidir:<\/span><\/div>\n

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

    Tablo 2: Toplam Y\u00fckler (Kiri\u015flere Da\u011f\u0131l\u0131m)<\/span><\/span>
    <\/h1>\n
    Bu tablo ile Tablo 1 aras\u0131ndaki farklar, d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131ndaki sorunlar\u0131 ortaya \u00e7\u0131karmak amac\u0131yla \u00f6zellikle g\u00f6sterilir. Desteklenen iki d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m y\u00f6ntemi bulundu\u011fundan, bunlar ayr\u0131 ayr\u0131 incelenecektir.<\/span> <\/div>\n

    Akma \u00c7izgisi Y\u00f6ntemiyle Da\u011f\u0131l\u0131m
    <\/h3>\n

    \n

    <\/div>\n
    Bu tablo da a\u015fa\u011f\u0131dakilerin toplam\u0131n\u0131 g\u00f6sterir:<\/span><\/div>\n
      \n
    1. Eleman \u00f6z a\u011f\u0131rl\u0131klar\u0131<\/span><\/li>\n
    2. Kolonlar\/perdeler \u00fczerindeki uygulanan y\u00fckler<\/span><\/li>\n
    3. Kiri\u015fler \u00fczerindeki uygulanan y\u00fckler <\/span><\/li>\n
    4. D\u00f6\u015femeler \u00fczerindeki uygulanan y\u00fckler<\/span><\/li>\n
      <\/span><\/div>\n<\/ol>\n

      Bu tablodaki temel fark, d\u00f6\u015feme y\u00fcklerinin art\u0131k ayr\u0131\u015ft\u0131r\u0131l\u0131p ta\u015f\u0131y\u0131c\u0131 kiri\u015fler \u00fczerinde UDL, VDL vb. olarak hesaba kat\u0131lmas\u0131d\u0131r. D\u00f6\u015feme y\u00fckleri s\u0131f\u0131rlan\u0131r, kiri\u015f y\u00fckleri ise buna ba\u011fl\u0131 olarak artar.<\/span><\/span><\/p>\n

      Ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f D\u00f6\u015feme Y\u00fckleri \u2013 Modeli ve a\u015fa\u011f\u0131da g\u00f6sterilen ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f d\u00f6\u015feme y\u00fcklerini tekrar inceleyin.<\/span><\/span><\/p>\n

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

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

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

      Plan g\u00f6r\u00fcn\u00fc\u015fte akma \u00e7izgileri g\u00f6sterilir; asl\u0131nda bunlar, d\u00f6\u015feme y\u00fckleme alan\u0131n\u0131n hangi kiri\u015fe atfedilece\u011fini g\u00f6stermek i\u00e7in kullan\u0131lan y\u00fck ayr\u0131\u015ft\u0131rma \u00e7izgileridir. Bu alansal y\u00fck ayr\u0131\u015ft\u0131rma y\u00f6ntemi genel olarak Akma \u00c7izgisi Y\u00f6ntemi olarak bilinir. Yukar\u0131daki kiri\u015fte olu\u015fan \u00fc\u00e7gen y\u00fck da\u011f\u0131l\u0131m\u0131na bak\u0131ld\u0131\u011f\u0131nda kiri\u015f y\u00fck\u00fc hesab\u0131 \u015fu hale gelir:<\/span><\/span><\/p>\n

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

      Ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f D\u00f6\u015feme Y\u00fck\u00fc    = (A1 + A2 + A3 + A4) kN\/m2 <L\u00fctfen diyagrama bak\u0131n> – <\/i>d\u00fczeltme y\u00fckleri
      <\/i>                                           = 4 x 28.75 kN – 9 kN
                                               =  <\/span>106 kN<\/span><\/b><\/p>\n<\/div>\n

      Daha d\u00fczensiz d\u00f6\u015feme d\u00fczenleri kullan\u0131ld\u0131\u011f\u0131nda kiri\u015f y\u00fckleme profili ve yukar\u0131daki hesaplama belirgin \u015fekilde daha karma\u015f\u0131k hale gelir.<\/span><\/div>\n

      Tablo 2’de raporlanan hesaplamalar buna g\u00f6re \u015f\u00f6yledir:<\/span><\/p>\n

                                     Kolon \u00d6z A\u011f\u0131rl\u0131\u011f\u0131      = DE\u011e\u0130\u015eMED\u0130
                                                                               = <\/span>18 kN<\/span><\/b><\/p>\n

      <\/span><\/div>\n
                                    
      \n Kiri\u015f Y\u00fckleri                  
      \n = 57 kN + 106 kN
                                                                               = <\/span>163 kN<\/span><\/b><\/div>\n

      Sonlu Eleman (FE) Ayr\u0131\u015ft\u0131rmas\u0131n\u0131n Kullan\u0131m\u0131 <\/span><\/h3>\n
      D\u00f6\u015feme y\u00fckleri alternatif FE y\u00f6ntemiyle ayr\u0131\u015ft\u0131r\u0131l\u0131rsa, d\u00f6\u015femeden gelen y\u00fckler kiri\u015fe a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi karma\u015f\u0131k bir kiri\u015f y\u00fck\u00fc olarak uygulan\u0131r.
      <\/span><\/div>\n
      <\/span><\/div>\n
      <\/div>\n

      Tablo 1 ve Tablo 2 Aras\u0131ndaki Kar\u015f\u0131la\u015ft\u0131rmalar
      <\/h3>\n
      Bu iki tablonun kar\u015f\u0131la\u015ft\u0131r\u0131lmas\u0131, d\u00f6\u015feme y\u00fck\u00fc ayr\u0131\u015ft\u0131rmas\u0131n\u0131n ba\u015far\u0131s\u0131na ili\u015fkin bir g\u00f6sterge sunar. Tablo 2’deki toplamlar Tablo 1’dekinden d\u00fc\u015f\u00fckse bu, ayr\u0131\u015ft\u0131rma s\u00fcrecinde y\u00fck kayb\u0131 oldu\u011funu g\u00f6sterir. Bu durumda:<\/span><\/div>\n
        \n
      1. D\u00f6\u015feme y\u00fcklerinin d\u00f6\u015feme s\u0131n\u0131rlar\u0131 i\u00e7inde uyguland\u0131\u011f\u0131n\u0131 kontrol edin<\/span><\/li>\n
      2. Akma \u00e7izgilerini g\u00f6rsel olarak kontrol edin \u2013 planda do\u011fru g\u00f6r\u00fcnm\u00fcyorlarsa ayr\u0131\u015ft\u0131rma b\u00fcy\u00fck olas\u0131l\u0131kla hatal\u0131d\u0131r.<\/span><\/li>\n
      3. Akma \u00e7izgileri hatal\u0131ysa FE Y\u00fck Ayr\u0131\u015ft\u0131rma y\u00f6ntemine ge\u00e7meyi de\u011ferlendirin.<\/span><\/li>\n<\/ol>\n<\/div>\n
        \n
        \"Notlar\"<\/p>\n
        Hem FE hem de Akma \u00c7izgisi ayr\u0131\u015ft\u0131rmas\u0131, d\u00f6\u015feme y\u00fcklerini kiri\u015flere aktar\u0131r. Kiri\u015flerin bulunmad\u0131\u011f\u0131 alanlar varsa (d\u00f6\u015femelerin do\u011frudan kolonlar taraf\u0131ndan ta\u015f\u0131nd\u0131\u011f\u0131 kiri\u015fsiz d\u00f6\u015femeler \u2013 Flat Slab) ayr\u0131\u015ft\u0131rma s\u00fcreci kesinlikle y\u00fck kayb\u0131na yol a\u00e7ar. Bu t\u00fcr durumlarda tam FE analizi veya "D\u00f6\u015femeyi Bina Modeline Dahil Et" se\u00e7ene\u011fi kullan\u0131lmal\u0131; Tablo 1 ve Tablo 2 toplamlar\u0131 aras\u0131ndaki fark bu ihtiyac\u0131n g\u00f6stergesi olarak de\u011ferlendirilmelidir.<\/span><\/div>\n

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

        \"Notlar\"<\/p>\n
        En basit modeller d\u0131\u015f\u0131nda Tablo 1 ile Tablo 2 aras\u0131nda her zaman k\u00fc\u00e7\u00fck bir fark bulunur. Tablo 2’deki ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f y\u00fck, Tablo 1’deki ayr\u0131\u015ft\u0131r\u0131lmam\u0131\u015f y\u00fckten biraz daha y\u00fcksekse bu fark g\u00f6z ard\u0131 edilebilir.<\/span><\/div>\n

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

        Tablo 3: Bina Analizi Kolon ve Perde Eksenel Y\u00fckleri<\/span><\/span><\/h1>\n


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

        <\/span><\/div>\n
        Yukar\u0131daki tablodaki de\u011ferler, bina \u00e7er\u00e7eve analizinin sonu\u00e7lar\u0131n\u0131 yans\u0131t\u0131r. Bina analizi, kiri\u015flerin t\u00fcm ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f d\u00f6\u015feme y\u00fckleriyle y\u00fcklendi\u011fi bir \u00e7er\u00e7eve analizidir. Girdi, se\u00e7ilen y\u00f6nteme ba\u011fl\u0131 olarak akma \u00e7izgisi veya FE Y\u00fck Ayr\u0131\u015ft\u0131rma y\u00f6ntemine dayan\u0131r. <\/span><\/div>\n
        <\/span><\/div>\n
        <\/span><\/div>\n
        Analiz tamamland\u0131\u011f\u0131nda, her kattaki birikimli kolon y\u00fckleri tabloda g\u00f6sterilir.<\/span> <\/div>\n

        Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Uyar\u0131lar\u0131<\/span>
        <\/h1>\n
        Bu nedenle Tablo 2’yi, analiz girdisi ile analiz sonu\u00e7lar\u0131n\u0131n kar\u015f\u0131la\u015ft\u0131rmas\u0131 niteli\u011findeki Tablo 3 ile kar\u015f\u0131la\u015ft\u0131rmak uygundur. Toplamlar farkl\u0131ysa bina analizinde bir hata vard\u0131r; bu durumda \u015funlar\u0131 kontrol edin:<\/span><\/div>\n
          \n
        1. Bina analizi s\u0131ras\u0131nda uyar\u0131lar olu\u015ftuysa bu uyar\u0131lar g\u00f6z ard\u0131 edilmemeli, d\u00fczeltici i\u015flem yap\u0131lmal\u0131d\u0131r.
          <\/span>
          <\/span><\/li>\n
          <\/span><\/div>\n<\/ol>\n
          Bu hata genellikle baz\u0131 yayg\u0131n bina modelleme yanl\u0131\u015flar\u0131ndan kaynaklan\u0131r. Bu sorunu \u00e7\u00f6zmek i\u00e7in: <\/span><\/div>\n
            \n
          1. S\u00fcreksiz kolon ve kiri\u015flerin uygun \u015fekilde desteklendi\u011fini kontrol edin.<\/span><\/li>\n
          2. D\u00f6\u015feme \u00fczerindeki y\u00fcklemeyi (yani nodal y\u00fck, UDL) sa\u011flamak i\u00e7in "Yield Line Method" yerine "Load Decomposition by FE" kullan\u0131n. Daha fazla ayr\u0131nt\u0131 i\u00e7in <\/span>Yield Line and FE Load Decomposition with Example<\/span><\/a> makalesine bak\u0131n.<\/span><\/li>\n
          3. "Edit Storey" i\u00e7inde tan\u0131mlanan "Similar Storey" kat y\u00fcksekliklerinin ayn\u0131 olmas\u0131na dikkat edin. \u00d6rne\u011fin 4 m y\u00fckseklikteki 2. kat ile 3 m y\u00fckseklikteki 3. kat benzer kat olarak tan\u0131mlan\u0131rsa, bu eksenel y\u00fck kar\u015f\u0131la\u015ft\u0131rma hatas\u0131na neden olur. Farkl\u0131 y\u00fcksekli\u011fe sahip kat\u0131 benzer kat tan\u0131m\u0131n\u0131n d\u0131\u015f\u0131nda b\u0131rakmak bu sorunu \u00e7\u00f6zer.<\/span><\/li>\n
            <\/span><\/div>\n<\/ol>\n
            <\/span><\/div>\n<\/div>\n
            <\/span><\/div>\n
            \"Bilgi\"<\/p>\n
            D\u00fcz d\u00f6\u015feme modelleri, farklar\u0131n olu\u015ftu\u011fu ve y\u00fcklerin kayboldu\u011fu tipik bir \u00f6rnektir; ancak Sonlu Eleman Analizi y\u00fck indirmesi (Chase Down) gerekli oldu\u011fundan bu g\u00f6z ard\u0131 edilebilir. Alternatif olarak, Building Analysis men\u00fcs\u00fcnde "Include Slabs in Building Model" se\u00e7ene\u011fini i\u015faretleyerek d\u00f6\u015femeleri a\u011f (mesh) haline getirin.<\/span><\/div>\n
            <\/span><\/div>\n

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

            \n

            Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Uyar\u0131s\u0131n\u0131n S\u0131n\u0131rlamas\u0131<\/span><\/h1>\n<\/div>\n
            \n
            A\u015fa\u011f\u0131daki durumlarda hatal\u0131 bir uyar\u0131 ortaya \u00e7\u0131kabilir: <\/div>\n
              \n
            1. Ayn\u0131 katta \u00e7ok fazla (yani 4 veya daha fazla) "Plane Definition" olu\u015fturulmas\u0131. Bu, Tablo 1’de kaydedilen y\u00fcklemeyi etkiler.<\/li>\n
            2. E\u011fimli bir d\u00f6\u015feme (\u00f6rne\u011fin rampa) \u00fczerinde "Plane Definition" olu\u015fturulmas\u0131. Bu, Tablo 1’de kaydedilen y\u00fcklemeyi etkiler.<\/li>\n
            3. Kiri\u015fte "Support Type" tan\u0131mlanm\u0131\u015f olmas\u0131. Bu, Tablo 3’te kaydedilen y\u00fcklemeyi etkiler.<\/li>\n
            4. Ask\u0131 \u00e7ubuklar\u0131 (sag rod) \u00fczerine y\u00fckleme uygulanmas\u0131. <\/li>\n
            5. Benzer kat d\u00f6\u015femesi \u00fczerinde kubbe (dome) uygulanmas\u0131. Bu, Tablo 1 ve 2’de kaydedilen kubbe y\u00fcklemesini etkiler. Bu uyar\u0131y\u0131 \u00e7\u00f6zmek i\u00e7in benzer kat tan\u0131m\u0131n\u0131 s\u0131f\u0131rlay\u0131n.<\/li>\n
            6. Rijit b\u00f6lgeye (k\u0131rm\u0131z\u0131) y\u00fckleme uygulanmas\u0131. Bu y\u00fckleme Tablo 1 ve Tablo 2’de kaydedilmez, ancak Tablo 3’te (Building Analysis Result) do\u011fru \u015fekilde kaydedilir.
              <\/li>\n<\/ol>\n
              \"Uyar\u0131\"<\/p>\n
              Bu durumda kullan\u0131c\u0131, Analitik Modelin davran\u0131\u015f\u0131n\u0131 ve kuvvetlerini kendi kontrol\u00fcyle do\u011frulad\u0131ktan sonra Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Uyar\u0131s\u0131n\u0131 g\u00f6z ard\u0131 edebilir.<\/div>\n

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

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

              ProtaStructure’da basit bir model kullan\u0131larak Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporunun nas\u0131l olu\u015fturuldu\u011fu ve yorumland\u0131\u011f\u0131 \u00f6rnekle a\u00e7\u0131klan\u0131r.<\/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=VHlCItNDjuo\",\"thumbnail\":\"https:\/\/i.ytimg.com\/vi\/VHlCItNDjuo\/default.jpg\",\"type\":\"video\",\"title\":\"14 Building Analysis, Axial Load Comparison Report\"},{\"url\":\"https:\/\/www.youtube.com\/watch?v=p2uCDptwLrc\",\"thumbnail\":\"https:\/\/i.ytimg.com\/vi\/p2uCDptwLrc\/default.jpg\",\"type\":\"video\",\"title\":\"14 u2013 Building Analysis & Axial Load Comparison Report\"},{\"url\":\"https:\/\/www.youtube.com\/watch?v=cP6ywPgCQms\",\"thumbnail\":\"https:\/\/i.ytimg.com\/vi\/cP6ywPgCQms\/default.jpg\",\"type\":\"video\",\"title\":\"14 u2013 Building Analysis & Axial Load Comparison Report\"}]","_whitepaper_youtube_url":"https:\/\/www.youtube.com\/watch?v=cP6ywPgCQms","_whitepaper_youtube_thumbnail":"https:\/\/i.ytimg.com\/vi\/cP6ywPgCQms\/default.jpg","footnotes":""},"categories":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1781","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nEksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00f6rne\u011fini inceleyin: basit model ile d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 ve toplam y\u00fckler ad\u0131m ad\u0131m anlat\u0131l\u0131r. \u015eimdi okuyun.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00f6rne\u011fini inceleyin: basit model ile d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 ve toplam y\u00fckler ad\u0131m ad\u0131m anlat\u0131l\u0131r. \u015eimdi okuyun.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/\" \/>\n<meta property=\"og:site_name\" content=\"Protasoftware TR\" \/>\n<meta property=\"og:image\" content=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Tahmini okuma s\u00fcresi\" \/>\n\t<meta name=\"twitter:data1\" content=\"8 dakika\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/\",\"name\":\"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi | ProtaStructure\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/protasoftware.com\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png\",\"datePublished\":\"2026-08-03T21:34:06+00:00\",\"description\":\"ProtaStructure Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00f6rne\u011fini inceleyin: basit model ile d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 ve toplam y\u00fckler ad\u0131m ad\u0131m anlat\u0131l\u0131r. \u015eimdi okuyun.\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/#breadcrumb\"},\"inLanguage\":\"tr\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"tr\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/#primaryimage\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png\",\"contentUrl\":\"https:\\\/\\\/protasoftware.com\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/eksenel-yuk-karsilastirma-raporu-ornegi\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/#website\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/\",\"name\":\"Protasoftware TR\",\"description\":\"\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"tr\"}]}<\/script>\n<!-- \/ Yoast SEO Premium plugin. -->","yoast_head_json":{"title":"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi | ProtaStructure","description":"ProtaStructure Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00f6rne\u011fini inceleyin: basit model ile d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 ve toplam y\u00fckler ad\u0131m ad\u0131m anlat\u0131l\u0131r. \u015eimdi okuyun.","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/","og_locale":"tr_TR","og_type":"article","og_title":"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi","og_description":"ProtaStructure Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00f6rne\u011fini inceleyin: basit model ile d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 ve toplam y\u00fckler ad\u0131m ad\u0131m anlat\u0131l\u0131r. \u015eimdi okuyun.","og_url":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/","og_site_name":"Protasoftware TR","og_image":[{"url":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png","type":"","width":"","height":""}],"twitter_card":"summary_large_image","twitter_misc":{"Tahmini okuma s\u00fcresi":"8 dakika"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/","url":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/","name":"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi | ProtaStructure","isPartOf":{"@id":"https:\/\/protasoftware.com\/tr\/#website"},"primaryImageOfPage":{"@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/#primaryimage"},"image":{"@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/#primaryimage"},"thumbnailUrl":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png","datePublished":"2026-08-03T21:34:06+00:00","description":"ProtaStructure Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00f6rne\u011fini inceleyin: basit model ile d\u00f6\u015feme y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 ve toplam y\u00fckler ad\u0131m ad\u0131m anlat\u0131l\u0131r. \u015eimdi okuyun.","breadcrumb":{"@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/#breadcrumb"},"inLanguage":"tr","potentialAction":[{"@type":"ReadAction","target":["https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/"]}]},{"@type":"ImageObject","inLanguage":"tr","@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/#primaryimage","url":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png","contentUrl":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-93b4de37c41549413a4d0218cd4c949c.png"},{"@type":"BreadcrumbList","@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eksenel-yuk-karsilastirma-raporu-ornegi\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/protasoftware.com\/tr\/"},{"@type":"ListItem","position":2,"name":"Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu \u00d6rne\u011fi"}]},{"@type":"WebSite","@id":"https:\/\/protasoftware.com\/tr\/#website","url":"https:\/\/protasoftware.com\/tr\/","name":"Protasoftware TR","description":"","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/protasoftware.com\/tr\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"tr"}]}},"_links":{"self":[{"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/wiki\/1781","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/wiki"}],"about":[{"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/types\/wiki"}],"author":[{"embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/users\/1"}],"version-history":[{"count":0,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/wiki\/1781\/revisions"}],"wp:attachment":[{"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/media?parent=1781"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/categories?post=1781"},{"taxonomy":"whitepaper_topic","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/whitepaper_topic?post=1781"},{"taxonomy":"whitepaper_product","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/whitepaper_product?post=1781"},{"taxonomy":"whitepaper_type","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/whitepaper_type?post=1781"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}