{"id":1870,"date":"2026-08-03T21:35:06","date_gmt":"2026-08-03T21:35:06","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/"},"modified":"2026-08-03T21:35:06","modified_gmt":"2026-08-03T21:35:06","slug":"kirislerle-calisma-ps-2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/","title":{"rendered":"Kiri\u015flerle \u00c7al\u0131\u015fma (PS 2022)"},"content":{"rendered":"

Farkl\u0131 Betonarme Kiri\u015f T\u00fcrleri<\/span><\/h1>\n
Betonarme kiri\u015fin farkl\u0131 t\u00fcrleri bulunur. Simgelere <\/span>Modelleme <\/span><\/b>sekmesindeki, <\/span>Betonarme Kiri\u015f<\/span><\/b> a\u00e7\u0131l\u0131r listesinden eri\u015filir. <\/span><\/div>\n

Temel Kiri\u015fi <\/span><\/h2>\n
Temel kiri\u015fi, her zaman temel seviyesi olan <\/span>ST0<\/span><\/b>‘da modellenen bir betonarme kiri\u015ftir.  <\/span><\/div>\n
Bu simge, yaln\u0131zca <\/span><\/span>Yap\u0131 A\u011fac\u0131<\/span><\/b>‘nda bu seviyeye \u00e7ift t\u0131klanarak ST0 g\u00f6r\u00fcn\u00fcm\u00fc etkin ve g\u00fcncel h\u00e2le getirildi\u011finde kullan\u0131labilir. <\/span><\/span><\/div>\n
Bir temel kiri\u015fi modellemek i\u00e7in: <\/span><\/div>\n
\n
1. <\/span><\/span>Temel kat\u0131na ge\u00e7in (St: 0<\/b>)<\/span><\/div>\n
2. Modelleme <\/b>sekmesi > Kiri\u015f a\u00e7\u0131l\u0131r listesi > Temel Kiri\u015fi<\/b>‘ne t\u0131klay\u0131n <\/span><\/div>\n
3. Kiri\u015f \u00f6zellik penceresi a\u00e7\u0131l\u0131r<\/span><\/div>\n
4.  Kiri\u015fi, bir sonraki b\u00f6l\u00fcmde belirtildi\u011fi gibi olu\u015fturun: "<\/span>Yeni Kiri\u015f Tan\u0131mlama<\/span><\/b>"<\/span><\/div>\n<\/blockquote>\n
Temel kiri\u015finin amac\u0131 \u015funlar olabilir: 
<\/span><\/div>\n
1.  Bir<\/span> \u015eerit Temel<\/a> eklemek.<\/div>\n
2.  Radye temel d\u00f6\u015femeleri ile birlikte modellenerek rijitlik veya g\u00fc\u00e7 kazand\u0131rmak.  
<\/span><\/div>\n
    \n
  1. Ayr\u0131nt\u0131lar i\u00e7in bkz.<\/span> Radye Temel ve Kaz\u0131kl\u0131 Radye Temel Analiz ve Tasar\u0131m \u00d6rne\u011fi<\/a><\/li>\n<\/ol>\n

    Ba\u011f Kiri\u015fi <\/span><\/span><\/span><\/h2>\n
    \n
    Temel ba\u011f kiri\u015fleri, ProtaStructure’da temel seviyesindeki iki kolon aras\u0131nda yatay bir ba\u011flant\u0131 sa\u011flamak i\u00e7in tan\u0131mlanabilir; bu, \u00f6zellikle tekil temellerin bulundu\u011fu durumlarda yanal hareketleri ve g\u00f6reli deplasmanlar\u0131 \u00f6nler. <\/span><\/span>Ba\u011f kiri\u015fi, yaln\u0131zca temel seviyesi olan <\/span>ST0<\/b> g\u00fcncel ve etkin h\u00e2le getirildi\u011finde olu\u015fturulabilir. <\/span><\/div>\n
    <\/p>\n
    \"Uyar\u0131\"<\/div>\n
    \u00d6nemli! <\/b> <\/span><\/div>\n
    Temel ba\u011f kiri\u015fi tasar\u0131m\u0131 \u015fu anda yaln\u0131zca T\u00fcrkiye Bina Deprem Y\u00f6netmeli\u011fi (TBDY 2018) ve Amerikan ACI318 Kodu i\u00e7in uygulanmaktad\u0131r.  <\/span><\/div>\n
    Ba\u015fka bir tasar\u0131m kodu kullan\u0131yorsan\u0131z, ba\u011f kiri\u015fi modellemeyin.  Bunun yerine temel kiri\u015fi kullanabilirsiniz. 
    <\/span><\/div>\n

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

     Bir ba\u011f kiri\u015fi olu\u015fturmak i\u00e7in:<\/span><\/div>\n<\/div>\n
    \n
    \n
    \n
    1.  Temel kat\u0131na ge\u00e7in (St: 0<\/b>)<\/span><\/div>\n
    2. Modelleme <\/b>sekmesi > Kiri\u015f a\u00e7\u0131l\u0131r listesi > Ba\u011f Kiri\u015fi<\/b>‘ne t\u0131klay\u0131n<\/span><\/div>\n
    3. Kiri\u015f \u00f6zellik penceresi a\u00e7\u0131l\u0131r<\/span><\/div>\n
    4.  Bir sonraki b\u00f6l\u00fcmde belirtildi\u011fi gibi, 2 temel kolonu aras\u0131nda kiri\u015f olu\u015fturun: "<\/span>Yeni Kiri\u015f Tan\u0131mlama<\/span><\/b>"<\/span><\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n
    \n
    Yerle\u015ftirildikten sonra, tasar\u0131mlar\u0131 ba\u011fl\u0131 olduklar\u0131 kolon veya perdelerdeki eksenel kuvvetler dikkate al\u0131narak y\u00fcr\u00fct\u00fcl\u00fcr. <\/span><\/span>
    <\/div>\n
    <\/div>\n
    Ba\u011f kiri\u015fi tasar\u0131m\u0131nda dikkate al\u0131nan eksenel kuvvet, T\u00fcrk Y\u00f6netmeli\u011fi’nde \u015fu denklemle hesaplan\u0131r: <\/span><\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    <\/div>\n
    A\u015fa\u011f\u0131da, ACI318’e g\u00f6re ba\u011f kiri\u015fi i\u00e7in \u00f6rnek bir detayl\u0131 tasar\u0131m raporu g\u00f6sterilmektedir:<\/span><\/div>\n
    <\/div>\n
    <\/div>\n
    <\/div>\n

    Normal Kiri\u015f<\/span><\/span>
    <\/span><\/h2>\n
    Normal kiri\u015f, 1. kat ve \u00fczerinde (yani temel seviyesinde de\u011fil) olu\u015fturulan bir betonarme kiri\u015ftir.  <\/span><\/div>\n<\/div>\n
    Bir normal kiri\u015f olu\u015fturmak i\u00e7in:
    <\/span><\/div>\n
    \n
    \n
    1.  1. Kata (St: 1) veya \u00fczerine ge\u00e7in <\/span><\/span><\/div>\n
    2. <\/span>Modelleme <\/span><\/b>sekmesi > Kiri\u015f a\u00e7\u0131l\u0131r listesi ><\/span> Normal<\/span><\/b>‘e t\u0131klay\u0131n<\/span><\/div>\n
    3. Kiri\u015f \u00f6zellik penceresi a\u00e7\u0131l\u0131r<\/span>
    <\/span><\/div>\n
    4.  Kiri\u015fi, bir sonraki b\u00f6l\u00fcmde belirtildi\u011fi gibi olu\u015fturun: "<\/span>Yeni Kiri\u015f Tan\u0131mlama<\/span><\/b>"<\/span><\/div>\n<\/blockquote>\n<\/div>\n

    Perde Ba\u011flant\u0131 Kiri\u015fi<\/span>
    <\/h2>\n
    Perde ba\u011flant\u0131 kiri\u015fi, b\u00fcy\u00fck yanal y\u00fckleri (deprem y\u00fckleri gibi) kar\u015f\u0131lamak i\u00e7in rijitli\u011fi art\u0131rmak amac\u0131yla perdeleri birbirine ba\u011flamak i\u00e7in kullan\u0131l\u0131r.   Bu kiri\u015f t\u00fcr\u00fc, yaln\u0131zca 1. kat ve \u00fczerinde, yani \u00fcst yap\u0131 kiri\u015fi olarak olu\u015fturulabilir.   <\/span><\/div>\n
    \n
    <\/p>\n
    \"Notlar\"<\/div>\n
    Bu sistemi ACI deprem koduna g\u00f6re do\u011frulamak i\u00e7in belirli kontroller uygulan\u0131r. <\/span><\/div>\n
    Bu durum, devrilme etkisini azalt\u0131r ve bina sisteminin genel rijitli\u011fini iyile\u015ftirir.
    <\/span><\/div>\n

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

    <\/div>\n<\/div>\n
    \n
    Bir Perde Ba\u011flant\u0131 Kiri\u015fi olu\u015fturmak i\u00e7in:
    <\/span><\/div>\n
    \n
    \n
    1.  1. Kata (St: 1) veya \u00fczerine ge\u00e7in <\/span><\/div>\n
    2. <\/span>Modelleme <\/span><\/b>sekmesi > Kiri\u015f a\u00e7\u0131l\u0131r listesi ><\/span> Perde Ba\u011flant\u0131 Kiri\u015fi<\/span><\/b>‘ne t\u0131klay\u0131n<\/span><\/div>\n
    3. Kiri\u015f \u00f6zellik penceresi a\u00e7\u0131l\u0131r
    <\/span><\/div>\n
    4.  Bir sonraki b\u00f6l\u00fcmde belirtildi\u011fi gibi, 2 perdeyi birbirine ba\u011flayan kiri\u015f olu\u015fturun: "<\/span>Yeni Kiri\u015f Tan\u0131mlama<\/span><\/b>"<\/span><\/div>\n<\/blockquote>\n<\/div>\n<\/div>\n
    Bu kiri\u015f t\u00fcr\u00fc, ProtaStructure’\u0131n \u015funlar\u0131 yapmas\u0131n\u0131 sa\u011flar: <\/span><\/div>\n
    \n
      \n
    1. Farkl\u0131 deprem kodlar\u0131n\u0131n belirledi\u011fi farkl\u0131 \u00e7atlam\u0131\u015f kesit \u00f6zelliklerini kullanma.<\/span><\/li>\n
    2. Ba\u011fl\u0131 perde panellerinin ba\u011fla\u015f\u0131k perde olarak davran\u0131p davranmad\u0131\u011f\u0131n\u0131 de\u011ferlendirme ve kontrol etme.<\/span><\/li>\n
    3. \u015eu anda ba\u011flant\u0131 kiri\u015fi i\u00e7in \u00f6zel bir tasar\u0131m veya detayland\u0131rma bulunmamaktad\u0131r; normal kiri\u015f gibi tasarlan\u0131r ve detayland\u0131r\u0131l\u0131r.<\/span><\/li>\n
    4. Ayr\u0131nt\u0131lar, Analiz Sonras\u0131 Kontroller<\/b> Raporu > Perde \/ \u00c7er\u00e7eve Etki Kontrol\u00fc<\/b>‘nde g\u00f6sterilir.<\/span><\/li>\n<\/ol>\n<\/div>\n

      Yeni Kiri\u015f Tan\u0131mlama<\/span><\/span><\/span>
      <\/h1>\n
      Bir kiri\u015f eleman\u0131 eklemeden \u00f6nce referans eksenleri tan\u0131mlanmal\u0131d\u0131r.  <\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      Kiri\u015fler, eleman\u0131n ba\u015flang\u0131c\u0131 "I" ve sonu "J" olan iki aks kesi\u015fim noktas\u0131 (yerle\u015ftirme noktas\u0131) ile tan\u0131mlan\u0131r.  Kiri\u015fler i\u00e7in 2 yerle\u015ftirme noktas\u0131 olu\u015fturmak amac\u0131yla 3 aksa gerek vard\u0131r. <\/span><\/span><\/div>\n
      <\/div>\n
      Yeni bir <\/span>Betonarme Kiri\u015f<\/span><\/b> eleman\u0131 tan\u0131mlamak i\u00e7in:
      <\/span><\/div>\n
        \n
      1. Kiri\u015fin bulunaca\u011f\u0131 kat seviyesini \u00e7izim alan\u0131nda g\u00f6r\u00fcnt\u00fcleyin. 
        <\/span><\/li>\n
      2. Betonarme kategorisindeki <\/span>Kiri\u015f simgesine<\/span><\/b>, <\/span>Modelleme<\/span><\/b> \u015feridi alt\u0131nda t\u0131klay\u0131n<\/span><\/li>\n
      3. Yukar\u0131daki b\u00f6l\u00fcmde belirtilen Kiri\u015f Tipi’ni<\/span><\/b> se\u00e7in<\/li>\n
      4. <\/span>Kiri\u015f \u00d6zellikleri<\/span><\/b> kutusundaki alanlar\u0131 d\u00fczenleyin. \u00d6rne\u011fin, kullan\u0131c\u0131lar kiri\u015flerinin etiketini <\/span>Etiket<\/span><\/b> alan\u0131nda (maks. 11 karakter) d\u00fczenleyebilir, kesit boyutlar\u0131n\u0131 ve d\u0131\u015fmerkezliklerini de\u011fi\u015ftirebilir. 
        <\/span><\/li>\n
      5. Kiri\u015fi yerle\u015ftirmek i\u00e7in yerle\u015ftirme noktalar\u0131n\u0131 plan g\u00f6r\u00fcn\u00fc\u015f\u00fc \u00e7izim alan\u0131nda veya 3B g\u00f6r\u00fcn\u00fcmde bulun. \u0130ki aks kesi\u015fim noktas\u0131na t\u0131klayarak kiri\u015fi yerle\u015ftirin. <\/span><\/li>\n<\/ol>\n
        \n

        Referans Aks Olmadan Yeni Kiri\u015f Tan\u0131mlama
        <\/span><\/h1>\n
        Yeni bir kiri\u015f, kiri\u015f boyunca uzanmas\u0131 gereken ana referans akslar \u00f6nceden tan\u0131mlanmadan da olu\u015fturulabilir. Ger\u00e7ek potansiyel u\u00e7 noktalar\u0131n veya u\u00e7 nokta olu\u015fturacak akslar\u0131n \u00f6nceden tan\u0131mlanm\u0131\u015f olmas\u0131 gerekir. A\u015fa\u011f\u0131daki \u015fekiller bunu g\u00f6stermektedir. 
        <\/span><\/div>\n<\/div>\n

        <\/span><\/div>\n
        Yeni bir kiri\u015f, Nokta 1 ve Nokta 2 aras\u0131nda tan\u0131mlanacakt\u0131r. Bu noktalar kiri\u015fin ger\u00e7ek potansiyel u\u00e7 noktalar\u0131d\u0131r (<\/span>I<\/span><\/i> ve <\/span>J<\/span><\/i>) olup, kiri\u015fin \u00fczerinde tan\u0131mlanmas\u0131 beklenen ortogonal olmayan akstan ziyade di\u011fer akslar taraf\u0131ndan olu\u015fturulurlar. <\/span><\/div>\n
        <\/div>\n
        <\/div>\n
        Nokta 1 ve Nokta 2 se\u00e7ilerek yeni kiri\u015f \u00e7izildi\u011finde yeni bir aks da olu\u015fturulur. Bu yeni aksa, \u00f6n\u00fcnde <\/span>“<\/span><\/i>@”<\/span><\/b> i\u015fareti bulunan benzersiz bir ad verilir. Yeni aks\u0131n etiketi <\/span>Yap\u0131 A\u011fac\u0131’nda g\u00f6r\u00fclebilir.<\/span><\/b><\/div>\n
        \n
        \"Bilgi\"Bu \u00f6zellik \u00e7ok kullan\u0131\u015fl\u0131d\u0131r ancak dikkatli kullan\u0131lmal\u0131d\u0131r. Kiri\u015fin, mevcut bir aks \u00fczerinde geleneksel y\u00f6ntemle tan\u0131mlanmas\u0131 ama\u00e7lan\u0131yorsa ger\u00e7ek kesi\u015fim noktas\u0131na yakaland\u0131\u011f\u0131ndan kesinlikle emin olunmal\u0131d\u0131r. Program kiri\u015fi \u00e7izebilir, ancak ama\u00e7lanan aks\u0131n \u00fczerine \u00e7izmeyebilir. Yakalama se\u00e7enekleri, <\/span>G\u00f6r\u00fcnt\u00fc Ayarlar\u0131<\/span><\/b> <\/span>> Nesne Yakalama ><\/span><\/b> men\u00fcs\u00fcnden, <\/span>G\u00f6r\u00fcnt\u00fc <\/span><\/b>\u015feridinde ayarlanabilir. <\/span><\/span><\/div>\n<\/div>\n

        Mevcut Bir Kiri\u015fi D\u00fczenleme 
        <\/span><\/h1>\n
        Mevcut bir kiri\u015fi d\u00fczenlemek i\u00e7in: 
        <\/span><\/div>\n
          \n
        1. Mevcut bir kiri\u015fi se\u00e7in. 
          <\/span><\/li>\n
        2. Sa\u011f t\u0131klay\u0131n ve <\/span>\u00d6zellikler<\/span><\/b>‘i se\u00e7in.
          <\/span><\/li>\n
        3. <\/span>Etiket<\/span><\/i><\/b>, <\/span>“<\/span><\/b>b<\/span><\/b><\/i>“,<\/span><\/b> vb. alanlar\u0131<\/span> <\/span><\/i>Kiri\u015f \u00d6zellikleri<\/span><\/b> kutusunda d\u00fczenleyin. 
          <\/span><\/li>\n
        4. Formdaki "G\u00fcncelle" d\u00fc\u011fmesine bas\u0131n. 
          <\/span><\/li>\n<\/ol>\n
          Herhangi bir <\/span>“<\/span><\/b>b<\/span><\/b><\/i>“, “<\/span><\/b>e<\/span><\/b><\/i>” “<\/span><\/b>h<\/span><\/b><\/i>“,<\/span><\/b> veya <\/span>“<\/span><\/b>e-z<\/span><\/b><\/i>“<\/span><\/b> alan\u0131na sa\u011f t\u0131klamak, veri giri\u015fini kolayla\u015ft\u0131rabilecek s\u0131k kullan\u0131lan de\u011ferlerin listesini y\u00fckler. 
          <\/span><\/div>\n
          Bu i\u015flemi istedi\u011finiz say\u0131da eleman i\u00e7in tekrarlayabilirsiniz. Bu y\u00f6ntemle her seferinde tek bir eleman d\u00fczenlenebilir. <\/span><\/div>\n
          Birden fazla kiri\u015fi ayn\u0131 anda g\u00fcncellemek isterseniz, <\/span>Kiri\u015f Tablosu<\/span><\/b>‘nu, sa\u011f t\u0131k men\u00fcs\u00fcndeki <\/span>\u00d6zellikler<\/span><\/b> se\u00e7ene\u011finden, <\/span>Kiri\u015f<\/span><\/b> \u015feridinde kullanabilirsiniz. <\/span><\/div>\n

          Kiri\u015f \u00d6zellikleri<\/span><\/h1>\n
          Kiri\u015f \u00d6zellikleri<\/span><\/b> ,<\/span>Kiri\u015f <\/span><\/b> se\u00e7ene\u011fi,<\/span> Modelleme<\/span><\/b> \u015feridinde se\u00e7ildi\u011finde y\u00fcklenir. Formdaki alanlar d\u00fczenlenerek ve plan g\u00f6r\u00fcn\u00fc\u015f penceresinde iki aks kesi\u015fimi se\u00e7ilerek yeni bir kiri\u015f tan\u0131mlanabilir. <\/span><\/div>\n
           <\/span>Kiri\u015f \u00d6zellikleri<\/span><\/b>  formuna, mevcut bir kiri\u015f se\u00e7ilip sa\u011f t\u0131kland\u0131\u011f\u0131nda a\u00e7\u0131lan k\u0131sayol men\u00fcs\u00fcnden<\/span> \u00d6zellikler<\/span><\/b> se\u00e7ilerek de eri\u015filebilir. <\/span><\/div>\n
           <\/span>Kiri\u015f \u00d6zellikleri<\/span><\/b>  formu a\u00e7\u0131kken, yeni bir kiri\u015f eleman\u0131na sa\u011f t\u0131klay\u0131p <\/span>Se\u00e7 ve \u00d6zellikleri Y\u00fckle<\/span><\/b> se\u00e7ene\u011fini k\u0131sayol men\u00fcs\u00fcnden se\u00e7mek, yeni eleman\u0131n \u00f6zelliklerini de ayn\u0131 pencerede y\u00fckler. 
          <\/span><\/div>\n
           <\/span>Kiri\u015f \u00d6zellikleri<\/span><\/b>  formu iki sayfadan olu\u015fur: <\/span>Gen<\/span><\/b> ve <\/span>3D.<\/span><\/b><\/div>\n

          Gen sekmesi<\/span>
          <\/h2>\n
          <\/div>\n

          Etiket
          <\/span><\/h3>\n
          Kiri\u015f eleman\u0131n\u0131n etiketidir. Etiket en fazla 11 karakter olabilir. Tekrarlanan eleman etiketine izin verilmez. <\/span><\/div>\n

          Kiri\u015f Kesiti<\/span><\/span><\/span>
          <\/h3>\n
          <\/div>\n
            \n
          1. "<\/span>b<\/span><\/i><\/b>" kiri\u015fin kesit geni\u015fli\u011fidir 
            <\/span><\/li>\n
          2. "<\/span>e<\/span><\/i><\/b>" kiri\u015fin kesit geni\u015fli\u011fi boyunca d\u0131\u015fmerkezli\u011fidir; ekleme aks\u0131 ile kiri\u015f eksen \u00e7izgisi aras\u0131ndaki mesafe olarak \u00f6l\u00e7\u00fcl\u00fcr. "<\/span>e<\/span><\/i><\/b>" de\u011feri b\/2'den b\u00fcy\u00fck veya -b\/2'den k\u00fc\u00e7\u00fck olamaz.
            <\/span><\/li>\n
          3. "<\/span>h<\/span><\/i><\/b>" kiri\u015fin kesit y\u00fcksekli\u011fidir. 
            <\/span><\/li>\n
          4. "<\/span>e-z<\/span><\/i><\/b>"  kiri\u015fin kesit y\u00fcksekli\u011fi boyunca d\u0131\u015fmerkezli\u011fidir; kiri\u015f \u00fcst noktas\u0131 ile d\u00f6\u015feme \u00fcst referans seviyesi aras\u0131ndaki mesafe olarak \u00f6l\u00e7\u00fcl\u00fcr. Genel olarak t\u00fcm kiri\u015fler d\u00f6\u015feme referans seviyesinin alt\u0131nda kalacak \u015fekilde eklenir ve<\/span> "<\/span><\/b>e-z = 0<\/span><\/b><\/i>"<\/span><\/b> de\u011ferine sahiptir. D\u00f6\u015feme \u00fcst kenar\u0131n\u0131n \u00fczerinde uzanan kiri\u015fler tan\u0131mlaman\u0131z gerekirse, <\/span>e-z<\/span><\/b><\/i> <\/span><\/b>s\u0131f\u0131rdan farkl\u0131 bir de\u011fer olacakt\u0131r. 
            <\/span><\/li>\n
              \n
            1. "<\/span>"<\/span><\/b>e-z<\/span><\/b><\/i>"<\/span><\/b> de\u011feri<\/span> "<\/span><\/b>h<\/span><\/b><\/i>"<\/span><\/b>'dan b\u00fcy\u00fck veya<\/span> "<\/span><\/b>-h<\/span><\/b><\/i>"<\/span><\/b>'dan k\u00fc\u00e7\u00fck olamaz.
              <\/span><\/li>\n
            2. "<\/span><\/b>e-z<\/span><\/b><\/i>"<\/span><\/b> de\u011feri sadece fiziksel modeldeki kiri\u015f y\u00fcksekli\u011fini etkiler, yani yaln\u0131zca 3B render g\u00f6r\u00fcnt\u00fcs\u00fcn\u00fc ve kiri\u015f y\u00fckseklik \u00e7izimlerini etkiler. 
              <\/span><\/li>\n
            3. Ger\u00e7ek<\/span> Analitik Model<\/u><\/a>'deki y\u00fcksekli\u011fi etkilemez.<\/span>  <\/li>\n
            4. Buna kar\u015f\u0131n, Delz<\/u><\/b><\/a> de\u011feri kiri\u015fin analitik ve fiziksel y\u00fckseklik seviyesinin her ikisini de etkiler. <\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n

              Kiri\u015f Kesit Y\u00f6neticisi <\/span> <\/h3>\n
              Bu, bir kiri\u015f se\u00e7ildi\u011finde kiri\u015f \u015feridinde bulunan <\/span>Kesit\/Malzeme D\u00fczenle<\/span><\/b> diyalog penceresine giden bir k\u0131sayoldur. <\/span><\/div>\n
              <\/p>\n
              <\/p>\n
              \"Notlar\"<\/div>\n
              Bu konu a\u015fa\u011f\u0131da ele al\u0131nm\u0131\u015ft\u0131r:<\/span>  Kiri\u015f Kesit Y\u00f6neticisi<\/a><\/div>\n

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

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

              \u00d6zellikleri Di\u011fer Katlara Uygula   <\/span><\/h3>\n
              Bu kiri\u015fin \u00f6zelliklerini di\u011fer bir kata kopyalamak i\u00e7in:
              <\/span><\/div>\n
              \n
              1.  Bu simgeyi etkinle\u015ftirin
              <\/span><\/div>\n
              2.  Kiri\u015fin \u00f6zelliklerini de\u011fi\u015ftirin
              <\/span><\/div>\n
              3.  <\/span>G\u00fcncelle<\/span><\/b> > A\u015fa\u011f\u0131daki gibi bir diyalog penceresi g\u00f6r\u00fcnt\u00fclenir<\/span><\/div>\n<\/blockquote>\n
              \n
              <\/div>\n<\/div>\n
              \n
              \n
              4.  <\/span>CTRL<\/span><\/b> tu\u015funu bas\u0131l\u0131 tutarak birden fazla kat se\u00e7in
              <\/span><\/div>\n
              5.  <\/span>Tamam<\/span><\/b>'a t\u0131klay\u0131n<\/span><\/div>\n<\/div>\n<\/blockquote>\n
              \n

              Kiri\u015f Ekleme Se\u00e7enekleri D\u00fc\u011fmesi <\/span><\/h3>\n
              D\u0131\u015fmerkezlik Se\u00e7ene\u011fi D\u00fc\u011fmesi<\/b><\/u> <\/span><\/div>\n<\/div>\n
              <\/div>\n
               <\/span>D\u0131\u015fmerkezlik Se\u00e7ene\u011fi D\u00fc\u011fmesi<\/span><\/b> taraf\u0131ndan sunulan se\u00e7eneklerden birinin se\u00e7ilmesi, t\u0131kland\u0131\u011f\u0131nda <\/span>Kiri\u015f \u00d6zellikleri<\/span><\/b> formundaki <\/span>"<\/span><\/b>e<\/span><\/b><\/i>"<\/span><\/b> alan\u0131n\u0131 otomatik olarak yeniden tan\u0131mlar. Se\u00e7ili kiri\u015fi yeni d\u0131\u015fmerkezlik de\u011feriyle g\u00fcncellemek i\u00e7in <\/span>G\u00fcncelle<\/span><\/b> d\u00fc\u011fmesine t\u0131klanmal\u0131d\u0131r. <\/span><\/div>\n
              "<\/span>"<\/span><\/b>e<\/span><\/b><\/i>" <\/span><\/b>de\u011feri, klavyenin y\u00f6n tu\u015flar\u0131 kullan\u0131larak da kontrol edilebilir: <\/span><\/div>\n
                \n
              1. Bir kiri\u015f se\u00e7in.<\/span><\/li>\n
              2. Yukar\u0131\/a\u015fa\u011f\u0131 (yatay kiri\u015f) veya sol\/sa\u011f (dikey kiri\u015f) tu\u015funa bas\u0131n.<\/span><\/li>\n
              3. "<\/span>"<\/span><\/b>e<\/span><\/b><\/i>"<\/span><\/b> de\u011feri de\u011fi\u015ftirilir ve kiri\u015f kayd\u0131r\u0131l\u0131r. 
                <\/span><\/li>\n<\/ol>\n
                D\u0131\u015fmerkezlik ad\u0131m de\u011feri, Ayarlar Merkezi > <\/b>ProtaStructure Ortam\u0131<\/a> > Genel<\/b> b\u00f6l\u00fcm\u00fcndeki <\/span>Eleman Kesiti D\u0131\u015fmerkezlik Ad\u0131m\u0131<\/span><\/b> de\u011feri kullan\u0131larak ayarlanabilir.<\/span><\/div>\n
                \n
                <\/p>\n
                \"Notlar\"<\/div>\n
                Burada tan\u0131mlanan kiri\u015f d\u0131\u015fmerkezli\u011fi, analiz modelinde kullan\u0131lan ger\u00e7ek analitik \u00e7er\u00e7eve eleman\u0131n\u0131n konumunu de\u011fi\u015ftirmez. \u00c7er\u00e7eve eleman\u0131, kiri\u015fin ekleme noktas\u0131nda konumlan\u0131r<\/div>\n

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

                <\/div>\n
                Kiri\u015f Ankraj Noktas\u0131 D\u00fc\u011fmesi<\/span><\/b><\/u> <\/span> <\/span> <\/span><\/span>
                <\/span><\/div>\n

                <\/span><\/b><\/div>\n
                Kiri\u015f ankraj noktas\u0131 d\u00fc\u011fmesi <\/span><\/b> kesit \u00fczerinde belirli bir noktay\u0131 sabitlemek i\u00e7in sunulmu\u015ftur. Kiri\u015f kesitinde bir nokta ankraj yap\u0131ld\u0131ktan sonra kesit boyutu de\u011fi\u015ftirildi\u011finde, eleman ankraj noktas\u0131na referansla otomatik olarak yeniden boyutland\u0131r\u0131l\u0131r. <\/span><\/span><\/div>\n

                <\/span><\/div>\n
                Kiri\u015f \u00d6zellikleri \u00fczerinden Ankraj Noktas\u0131 atamak i\u00e7in:
                <\/span><\/div>\n
                  \n
                1. Bir kiri\u015f se\u00e7in, sa\u011f t\u0131k > \u00d6zellikler. 
                  <\/span><\/li>\n
                2. Kiri\u015f Referans Noktas\u0131 d\u00fc\u011fmesine t\u0131klay\u0131n ve istenen referans noktas\u0131n\u0131 se\u00e7in. 
                  <\/span><\/li>\n<\/ol>\n
                  Referans noktas\u0131n\u0131 k\u0131sayol men\u00fcs\u00fc \u00fczerinden atamak i\u00e7in:
                  <\/span><\/div>\n
                    \n
                  1. Bir kiri\u015f se\u00e7in > Sa\u011f t\u0131k 
                    <\/span><\/li>\n
                  2. Kiri\u015f Kesit Referans Noktas\u0131<\/span><\/b> > \u0130stenen referans noktas\u0131n\u0131 se\u00e7in.<\/span><\/li>\n<\/ol>\n

                    Yerle\u015ftirme Akslar\u0131
                    <\/span><\/h3>\n
                    T\u00fcm yap\u0131sal elemanlar, yerle\u015ftirme referans\u0131 olarak aks kesi\u015fimleri esas al\u0131narak yerle\u015ftirilir. Her yerle\u015ftirme noktas\u0131nda farkl\u0131 y\u00f6n koduna (1 ve 2) sahip en az iki aks\u0131n kesi\u015fmesi gerekir.
                    <\/span><\/div>\n

                    <\/span><\/div>\n
                    \u00c7izim alan\u0131nda bir aks kesi\u015fimi se\u00e7ildi\u011finde, kesi\u015fen akslar\u0131n adlar\u0131 formdaki <\/span>Akslar<\/span><\/b> alanlar\u0131nda g\u00f6r\u00fcnt\u00fclenir. Kesi\u015fimde ikiden fazla aks varsa, bulunan ilk 1-y\u00f6n\u00fc aks\u0131 ile ilk 2-y\u00f6n\u00fc aks\u0131 se\u00e7ilir.<\/span><\/div>\n
                    <\/div>\n
                    Kiri\u015flerin yerle\u015ftirilmesinde a\u015fa\u011f\u0131daki kurallar ge\u00e7erlidir:<\/span><\/u>
                    <\/span><\/div>\n
                      \n
                    1. Yerle\u015ftirme noktalar\u0131, yerle\u015ftirme aks\u0131 boyunca istenen herhangi bir y\u00f6nde se\u00e7ilebilir. Tan\u0131mlanan "<\/span>I<\/span><\/i>" ve "<\/span>J<\/span><\/i>" noktalar\u0131, alt sol nokta \u00f6nceli\u011fiyle gerekti\u011finde otomatik olarak yer de\u011fi\u015ftirir. 
                      <\/span><\/li>\n
                    2. \u0130ki kesi\u015fimde bulunan akslar aras\u0131nda en az bir ortak aks bulunmal\u0131d\u0131r. Bu ortak aks, kiri\u015fin <\/span>"Kesi\u015fim Aks\u0131"<\/span><\/b> olarak adland\u0131r\u0131l\u0131r.
                      <\/span><\/li>\n
                    3. Her aks kesi\u015fiminde en az bir 1-y\u00f6n\u00fc ve bir 2-y\u00f6n\u00fc aks\u0131 bulunmal\u0131d\u0131r. <\/span><\/li>\n<\/ol>\n

                      Kiri\u015f U\u00e7 Serbestlikleri Durumu
                      <\/span><\/h3>\n
                      Kiri\u015f u\u00e7lar\u0131 varsay\u0131lan olarak ankastredir. U\u00e7 Serbestlikleri, kullan\u0131c\u0131lar\u0131n kiri\u015fin I ucu ve J ucuna g\u00f6re i\u00e7 kuvvetlerini serbestle\u015ftirmesini sa\u011flar.  Bu i\u015flem, kiri\u015f u\u00e7 ko\u015fulu simgesine t\u0131klanarak yap\u0131l\u0131r <\/span>. 
                      <\/span><\/div>\n
                      \n

                      <\/span><\/div>\n
                      \n
                        \n
                      1. N, eksenel i\u00e7 kuvveti serbestle\u015ftirir<\/span><\/li>\n
                      2. V2, kat d\u00fczlemindeki k\u00fc\u00e7\u00fck kesme kuvvetini serbestle\u015ftirir <\/span><\/li>\n
                      3. V3, kat d\u00fczlemi d\u0131\u015f\u0131ndaki b\u00fcy\u00fck kesme kuvvetini serbestle\u015ftirir<\/span><\/li>\n
                      4. M2, kat d\u00fczlemi d\u0131\u015f\u0131ndaki  b\u00fcy\u00fck momenti serbestle\u015ftirir<\/span><\/li>\n
                      5. M3, kat d\u00fczlemindeki k\u00fc\u00e7\u00fck momenti serbestle\u015ftirir<\/span><\/li>\n<\/ol>\n<\/div>\n<\/div>\n
                        Kiri\u015f u\u00e7 ko\u015fullar\u0131 k\u0131sayol men\u00fcs\u00fc \u00fczerinden de atanabilir. Bir veya birden fazla kiri\u015f se\u00e7in, sa\u011f t\u0131k ><\/span> Kiri\u015f U\u00e7 Ko\u015fulunu G\u00fcncelle<\/span><\/b> > tercihinizi se\u00e7in.<\/span><\/div>\n
                        <\/p>\n

                        Mesnetler<\/span><\/span><\/h3>\n

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

                        Varsay\u0131lan olarak,  I ve J ucu her zaman <\/span>YOK<\/span><\/b> olarak ayarlan\u0131r.  Bu, kiri\u015fin, u\u00e7lar\u0131na ba\u011fl\u0131 olan kolon, perde veya ba\u015fka bir kiri\u015f gibi herhangi bir eleman taraf\u0131ndan desteklendi\u011fi anlam\u0131na gelir. 
                        <\/span><\/div>\n

                        <\/span><\/div>\n
                        Varsay\u0131lan yerine kullan\u0131c\u0131 tan\u0131ml\u0131 bir mesnet olu\u015fturmak isterseniz:
                        <\/span><\/div>\n
                        1.  Kullan\u0131c\u0131 tan\u0131ml\u0131 bir mesnet olu\u015fturmak i\u00e7in Mesnet Tipi<\/a> i\u015flevini kullan\u0131n.
                        <\/span><\/div>\n
                        2.  Kiri\u015f \u00d6zellikleri’nde, Mesnet I \/ J a\u00e7\u0131l\u0131r listesi alan\u0131n\u0131n alt\u0131nda, kullan\u0131c\u0131 tan\u0131ml\u0131 mesnedi se\u00e7ebilirsiniz. 
                        <\/span><\/div>\n
                        3.  Kiri\u015f ucuna, varsa uca ba\u011fl\u0131 olan destekleyici elemanlar\u0131n yerine ge\u00e7ecek \u015fekilde manuel mesnet atan\u0131r. <\/span><\/div>\n

                        Konsol \u0130\u015fareti<\/span><\/span>
                        <\/span><\/h3>\n
                        Do\u011fru tasar\u0131m ve detayland\u0131rmay\u0131 sa\u011flamak i\u00e7in t\u00fcm konsol kiri\u015fler do\u011fru \u015fekilde i\u015faretlenmelidir: <\/span><\/span><\/div>\n
                          \n
                        1. I Ucu Serbest<\/b> :  I Ucunu Konsol olarak i\u015faretler<\/span><\/span>
                          <\/span><\/li>\n
                        2. J Ucu Serbest<\/b> :  J Ucunu Konsol olarak i\u015faretler<\/span><\/span><\/li>\n<\/ol>\n
                          <\/p>\n
                          \"Notlar\"Bu konu a\u015fa\u011f\u0131da daha ayr\u0131nt\u0131l\u0131 olarak ele al\u0131nm\u0131\u015ft\u0131r <\/span>:<\/span> <\/span><\/span>Konsol Kiri\u015fin Serbest Ucunu \u0130\u015faretleme<\/a><\/span><\/div>\n
                          <\/a><\/div>\n

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

                          3B Sekmesi<\/span>
                          <\/h2>\n
                          <\/div>\n
                          <\/div>\n
                          \n

                          D\u00fczlem (\u00dcst) & (Alt)<\/span><\/span>
                          <\/h3>\n
                          Bu alan, bu kiri\u015fe ba\u011fl\u0131 d\u00fczlem numaras\u0131n\u0131 g\u00f6sterir. Ba\u015flang\u0131\u00e7 & biti\u015f d\u00fc\u011f\u00fcm\u00fc, ba\u011fl\u0131 d\u00fczlemin d\u00fc\u011f\u00fcm\u00fcn\u00fc otomatik olarak izler. <\/span><\/div>\n
                          D\u00fczlemden ay\u0131rmak i\u00e7in simgeye t\u0131klayabilirsiniz<\/span> .<\/div>\n
                          \n
                          \"Bilgi\"D\u00fczlem hakk\u0131nda bilgi i\u00e7in bkz.:<\/span> D\u00fczlemlerle \u00c7al\u0131\u015fma<\/a><\/span><\/div>\n
                          <\/div>\n

                          DelZ – I ve DelZ – J<\/span><\/b>
                          <\/span><\/h3>\n<\/div>\n<\/div>\n
                          <\/span>Delz <\/span><\/b>\u00f6zelli\u011fi, kiri\u015fin I & J ucunun hem analitik hem fiziksel kot seviyesini kontrol eder. <\/span><\/div>\n
                          <\/p>\n
                          \"Notlar\"<\/div>\n
                          Fiziksel ve analitik model hakk\u0131nda ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klama i\u00e7in <\/span>: <\/span>Analitik Model<\/b><\/a> 
                          <\/b><\/div>\n
                          3B g\u00f6r\u00fcn\u00fc\u015fte, <\/span>F11<\/span><\/b> veya <\/span>CTRL+D<\/span><\/b> tu\u015funa, "<\/span>Do\u011frusal<\/span><\/b>" g\u00f6r\u00fcnt\u00fcs\u00fc g\u00f6sterilene kadar tekrar tekrar bas\u0131n – bu, kiri\u015fin analitik tel kafes g\u00f6sterimini g\u00f6sterir. <\/span><\/div>\n
                          e-z de\u011feri ise sadece e-z<\/u><\/b><\/a> kiri\u015fin fiziksel model kotunu etkiler. 
                          <\/span><\/span><\/div>\n

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

                          Bir kiri\u015f modellendi\u011finde varsay\u0131lan olarak yatay olu\u015fturulur ve kiri\u015fin \u00fcst y\u00fczeyi aktif kat\u0131n \u00fcst seviyesiyle hizalan\u0131r; yani her iki u\u00e7 (I ve J) i\u00e7in DelZ de\u011feri s\u0131f\u0131rd\u0131r.  <\/span>
                          <\/span><\/div>\n
                          Kiri\u015fin kotu \u015fu \u015fekilde de\u011fi\u015ftirilebilir  : <\/span><\/div>\n
                            \n
                          1. Mevcut bir kiri\u015fi se\u00e7in, sa\u011f t\u0131k ><\/span> \u00d6zellikler<\/span><\/b>.<\/span>
                            <\/span><\/li>\n
                          2. <\/span>3D<\/span><\/b> sekmesine t\u0131klay\u0131n > kat seviyesinden ba\u011f\u0131l kotu \u015fu alanlara girin: <\/span>"Del-Z (I)"<\/span><\/b> ve <\/span>"Del-Z (J)"<\/span><\/b>.<\/span>
                            <\/span><\/li>\n
                            <\/p>\n
                            \"Notlar\"<\/div>\n
                            Negatif de\u011ferler kiri\u015f ucunu kat seviyesine g\u00f6re al\u00e7alt\u0131r, pozitif de\u011ferler ise y\u00fckseltir.  <\/span>
                            <\/span><\/div>\n
                            Merdiven orta sahanl\u0131\u011f\u0131 kiri\u015fi gibi ara sahanl\u0131k kiri\u015flerinde, kiri\u015fi her zaman al\u00e7altman\u0131z, yani pozitif del-z yerine negatif del-z kullanman\u0131z \u00f6nerilir.  \u00dcst kattaki benzer bir ara sahanl\u0131k kiri\u015fi i\u00e7in, negatif del-z korunacak \u015fekilde ilgili kiri\u015fi \u00fcst katta modellemelisiniz. <\/span>
                            <\/b><\/span><\/div>\n

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

                          3. <\/span>G\u00fcncelle<\/span><\/b> d\u00fc\u011fmesine bas\u0131n.
                            <\/span><\/li>\n<\/ol>\n
                            <\/p>\n
                            \"\u0130pucu\"<\/div>\n
                            DelZ<\/b> kullan\u0131m\u0131n\u0131 \u00f6rnekle a\u00e7\u0131klayan \u015fu makaleleri okuyun:<\/span>  <\/span><\/div>\n
                            Yat\u0131k \/ e\u011fik kiri\u015f nas\u0131l modellenir<\/a><\/div>\n
                            \n
                            Kiri\u015fin kotu nas\u0131l y\u00fckseltilir veya d\u00fc\u015f\u00fcr\u00fcl\u00fcr
                            <\/a><\/span><\/div>\n<\/div>\n

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

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

                            Sadece D\u00fc\u015fey Eleman<\/span><\/span>
                            <\/h3>\n
                            Bu se\u00e7enek, kiri\u015fin sadece d\u00fc\u015fey y\u00fck kombinasyonlar\u0131na g\u00f6re tasarlanmas\u0131n\u0131 sa\u011flar; bu kombinasyon <\/span>D\u00fc\u015fey Y\u00fck Kombinasyonu<\/span><\/i><\/b> olarak <\/span>Y\u00fck Kombinasyonlar\u0131 D\u00fczenleyicisi<\/span><\/a> i\u00e7inde se\u00e7ilir: <\/span><\/span><\/span>
                            <\/span><\/div>\n<\/div>\n
                              \n
                            1. \u00d6rne\u011fin, bu se\u00e7enek i\u015faretlendi\u011finde kiri\u015f yaln\u0131zca d\u00fc\u015fey y\u00fck kombinasyonlar\u0131 dikkate al\u0131narak tasarlan\u0131r. <\/span><\/span>
                              <\/span><\/li>\n
                            2. Nominal, r\u00fczgar ve deprem y\u00fck kombinasyonlar\u0131 gibi yanal y\u00fck kombinasyonlar\u0131 tasar\u0131mda dikkate al\u0131nmaz. <\/span><\/span><\/li>\n<\/ol>\n

                              Kiri\u015f K\u0131sayol Men\u00fcs\u00fc<\/span><\/span><\/h1>\n
                              Bir kiri\u015f se\u00e7ildi\u011finde, kiri\u015fle ilgili t\u00fcm komutlara \u00fcstteki Kiri\u015f \u015feridinden eri\u015febilirsiniz. Ayn\u0131 k\u0131sayol men\u00fcs\u00fcn\u00fc sa\u011f t\u0131kla da a\u00e7abilirsiniz.  En s\u0131k kullan\u0131lan fonksiyonlar a\u015fa\u011f\u0131da a\u00e7\u0131klanm\u0131\u015ft\u0131r. <\/span><\/div>\n
                              \n
                              \n

                              Kiri\u015f Kesitleri Y\u00f6neticisi <\/span><\/span>
                              <\/span><\/h3>\n
                              \n
                              Kiri\u015f kesit \u00f6zellikleri ve malzemeleri, <\/span>Kesit\/Malzemeyi D\u00fczenle<\/span><\/b> komutuyla tan\u0131mlanabilir; bu komuta bir kiri\u015f se\u00e7tikten sonra Kiri\u015f \u015feridi sekmesinden eri\u015filir.
                              <\/span><\/div>\n
                              <\/span><\/span>Kesit\/Malzemeyi D\u00fczenle<\/span><\/b> se\u00e7ildi\u011finde, Betonarme <\/span><\/span>Kiri\u015f<\/span><\/b> diyalog penceresi a\u00e7\u0131l\u0131r. <\/span><\/span><\/div>\n<\/div>\n<\/div>\n

                              <\/span><\/div>\n
                               <\/span><\/div>\n
                              \n
                              Diyalog penceresi <\/span>\u201cGenel\u201d <\/span><\/i><\/b>ve <\/span>\u201c\u00d6zellikler\u201d <\/span><\/i><\/b>sekmelerinden olu\u015fur. 
                              <\/span><\/div>\n<\/div>\n<\/div>\n
                              \n
                              \n
                              \n
                              \u2022<\/span> <\/span><\/span>Kesit ad\u0131, g\u00f6r\u00fcnt\u00fcleme rengi ve beton s\u0131n\u0131f\u0131<\/span> \u201cGenel\u201d<\/span><\/i><\/b> sekmesinde de\u011fi\u015ftirilebilir. <\/span><\/div>\n
                              \u2022<\/span> <\/span><\/span>Eylemsizlik momenti, kesit alan\u0131 ve kesme alanlar\u0131 gibi bilgiler <\/span>\u201c\u00d6zellikler\u201d <\/span><\/i><\/b>sekmesinde g\u00f6r\u00fcnt\u00fclenebilir.<\/span><\/div>\n
                              <\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n
                              \n

                              Kiri\u015fi Noktadan B\u00f6l
                              <\/span><\/h2>\n
                              Mevcut eleman\u0131, aks kesi\u015fim noktas\u0131ndan se\u00e7erek ikiye b\u00f6l\u00fcn: 
                              <\/span><\/div>\n
                              1. Kiri\u015f Se\u00e7 > Sa\u011f T\u0131k > \u015eunu se\u00e7in: Kiri\u015fi Noktadan B\u00f6l<\/b>
                              <\/span><\/div>\n
                              2. Aks kesi\u015fimini se\u00e7in > kiri\u015f 2 kiri\u015fe b\u00f6l\u00fcn\u00fcr
                              <\/span><\/div>\n
                              3. Konsol i\u015faretini kald\u0131rmak i\u00e7in Sa\u011f T\u0131k > Konsol Serbest Ucunu \u0130\u015faretle > "Her \u0130ki Ucu Mesnetli" se\u00e7ene\u011fini se\u00e7in 
                              <\/span><\/div>\n

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

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

                              Kiri\u015fi Elemanla B\u00f6l
                              <\/span><\/h2>\n
                              Mevcut eleman\u0131, aks kesi\u015fim noktas\u0131ndan se\u00e7erek ikiye b\u00f6l\u00fcn: 
                              <\/span><\/div>\n
                              1.  Bir kiri\u015f se\u00e7in > Sa\u011f T\u0131k > Elemanla B\u00f6l
                              <\/span><\/div>\n
                              2.  Ba\u011fl\u0131 bir  kiri\u015f se\u00e7in > kiri\u015f, birle\u015fim noktas\u0131nda b\u00f6l\u00fcn\u00fcr
                              <\/span><\/div>\n

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

                              Kiri\u015f Elemanlar\u0131n\u0131 Birle\u015ftir
                              <\/span><\/h2>\n
                              Mevcut iki kiri\u015f eleman\u0131n\u0131 tek bir elemanda birle\u015ftirmek i\u00e7in iki kiri\u015f eleman\u0131n\u0131 se\u00e7in, sa\u011f t\u0131klay\u0131n ve Kiri\u015f Elemanlar\u0131n\u0131 Birle\u015ftir<\/b> se\u00e7ene\u011fini se\u00e7in.
                              <\/span><\/div>\n

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

                              Konsol Kiri\u015fin Serbest Ucunu \u0130\u015faretleme <\/span>
                              <\/h2>\n
                              Bir konsol kiri\u015f, "Konsol Kiri\u015fin Serbest Ucunu \u0130\u015faretle" komutuyla i\u015faretlenip tan\u0131mlanabilir. <\/span><\/div>\n
                              Bir kiri\u015f veya kiri\u015f grubu se\u00e7ildikten sonra > Sa\u011f t\u0131k > "Konsol Kiri\u015fin Serbest Ucunu \u0130\u015faretle" se\u00e7ene\u011fini se\u00e7in. <\/span><\/div>\n
                              <\/div>\n

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

                              <\/span><\/div>\n
                              A\u015fa\u011f\u0131da \u00fc\u00e7 se\u00e7enek g\u00f6sterilmektedir: <\/span><\/span><\/div>\n
                                \n
                              1. Her \u0130ki U\u00e7 Mesnetli – Eleman\u0131n hem LHS (sol taraf\u0131) hem de RHS (sa\u011f taraf\u0131) mesnetlidir.
                                <\/span><\/li>\n
                                <\/div>\n
                              2. I Ucu Serbest – Yaln\u0131zca eleman\u0131n LHS taraf\u0131 mesnetlidir
                                <\/span><\/li>\n
                              3. J Ucu Serbest – Yaln\u0131zca eleman\u0131n RHS taraf\u0131 mesnetlidir
                                <\/span><\/li>\n<\/ol>\n
                                \n
                                "K\u0131rm\u0131z\u0131 Ok" <\/span> konsol taraf\u0131n\u0131 g\u00f6sterir ve her zaman mesnet taraf\u0131na do\u011fru i\u015faret eder<\/span>.<\/div>\n
                                \n
                                \"Fikir\"Konsola ili\u015fkin bu 3 se\u00e7ene\u011fin tamam\u0131n\u0131n konsol kiri\u015flerin tasar\u0131m\u0131 ve detayland\u0131rmas\u0131 i\u00e7indir<\/span><\/span><\/span><\/span> ve analizle bir ilgisi bulunmad\u0131\u011f\u0131n\u0131 unutmay\u0131n. Daha fazla bilgi i\u00e7in<\/span> Konsol Kiri\u015fin Serbest Ucunu \u0130\u015faretleme ve Bunun Konsol Kiri\u015fin Analiz ve Tasar\u0131m\u0131na Etkisi<\/a> makalesine bak\u0131n.<\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n

                                Se\u00e7ili Elemana Kesit A\u00e7\u0131s\u0131 Atama<\/span>
                                <\/h2>\n
                                Bir kiri\u015fi d\u00f6nd\u00fcrmek i\u00e7in, kesit a\u00e7\u0131s\u0131na tercih edilen a\u00e7\u0131 de\u011ferini girin (<\/span>Kiri\u015f \u00d6zellikleri > Genel sekmesi<\/span><\/i>). 
                                <\/span><\/div>\n
                                Alternatif olarak, kiri\u015fi se\u00e7ip sa\u011f t\u0131klay\u0131n > "<\/span>Se\u00e7ili Elemana Kesit A\u00e7\u0131s\u0131 Ata<\/span><\/i>" > sonra hizalamak istedi\u011finiz ba\u015fka bir elemana t\u0131klay\u0131n. <\/span><\/div>\n
                                <\/div>\n
                                <\/div>\n
                                <\/div>\n

                                Kiri\u015f Tablosu <\/span>
                                <\/h2>\n
                                Kiri\u015f Tablosunu y\u00fcklemek i\u00e7in a\u015fa\u011f\u0131daki y\u00f6ntemler kullan\u0131labilir:
                                <\/span><\/div>\n
                                <\/span><\/div>\n
                                  \n
                                1. Herhangi bir se\u00e7im yap\u0131lmazsa, sa\u011f t\u0131k men\u00fcs\u00fc > Eleman Tablolar\u0131 > Kiri\u015f Tablosu kullan\u0131larak ge\u00e7erli kattaki veya t\u00fcm sistemdeki t\u00fcm kiri\u015fler listelenebilir. <\/span><\/li>\n
                                2. Kiri\u015fleri i\u00e7eren karma bir se\u00e7im yap\u0131l\u0131rsa, k\u0131sayol men\u00fcs\u00fcndeki "<\/span>Kiri\u015f Tablosu<\/span><\/i>" se\u00e7ene\u011fi kullan\u0131larak yaln\u0131zca se\u00e7ili kiri\u015fler listelenebilir. Kiri\u015flerin bir k\u0131sm\u0131 se\u00e7iliyse, k\u0131sayol men\u00fcs\u00fcndeki "<\/span>\u00d6zellikler<\/span><\/i>" se\u00e7ene\u011fi kullan\u0131larak yaln\u0131zca se\u00e7ili kiri\u015fler listelenir. <\/span><\/li>\n
                                3. "<\/span>Kiri\u015f Tablosu<\/span><\/i>" i\u00e7inde "<\/span>T\u00fcm Katlar<\/span><\/i>" se\u00e7ene\u011fi i\u015faretlenirse, Grafik D\u00fczenleyici i\u00e7inde tan\u0131mlanm\u0131\u015f di\u011fer kiri\u015fler ge\u00e7erli kata ait olmasalar bile g\u00f6r\u00fcnt\u00fclenir. 
                                  <\/span><\/li>\n<\/ol>\n
                                  "<\/span><\/span>Kiri\u015f Tablosu<\/span><\/i>" kullanmak, birden fazla mevcut kiri\u015fi de\u011fi\u015ftirmenizi sa\u011flar. Tablodaki t\u00fcm h\u00fccreler d\u00fczenlenebilir; bir h\u00fccreyi se\u00e7mek ve i\u00e7eri\u011fini d\u00fczenlemek i\u00e7in imle\u00e7 tu\u015flar\u0131n\u0131 veya fareyi kullanabilirsiniz. <\/span><\/span><\/div>\n
                                  \n
                                  \"Notlar\"Daha fazla ayr\u0131nt\u0131 i\u00e7in bu makaleye bak\u0131n: <\/span><\/span>Eleman \u00d6zelliklerini G\u00f6r\u00fcnt\u00fcleme ve D\u00fczenleme<\/a><\/span><\/span><\/div>\n

                                  E\u011frisel Kiri\u015f Elemanlar\u0131n\u0131n Tan\u0131mlanmas\u0131<\/span><\/span>
                                  <\/span><\/h1>\n
                                  E\u011frisel kiri\u015f elemanlar\u0131n\u0131 tan\u0131mlama y\u00f6ntemi a\u015fa\u011f\u0131daki gibidir:
                                  <\/span><\/div>\n<\/div>\n
                                    \n
                                  1. "<\/span>Kiri\u015f<\/span><\/i>" d\u00fc\u011fmesine bas\u0131n. Bu d\u00fc\u011fme "<\/span>Modelleme<\/span><\/i>" \u015feridinde bulunur.
                                    <\/span><\/li>\n
                                  2. "<\/span>\u00d6zellikler<\/span><\/i>"i se\u00e7mek i\u00e7in sa\u011f t\u0131klay\u0131n. "<\/span>Kiri\u015f \u00d6zellikleri<\/span><\/i>" formu y\u00fcklenir. 
                                    <\/span><\/li>\n
                                  3. Ekleme y\u00f6nteminden "<\/span>E\u011frisel Kiri\u015f Ekleme<\/span><\/i>"yi se\u00e7in <\/span>. 
                                    <\/span><\/li>\n
                                  4. Birinci ve ikinci noktalar\u0131 se\u00e7in. Bu \u015fekilde tan\u0131mlanan birinci ve ikinci noktalar s\u0131ras\u0131yla kiri\u015fin "<\/span>I<\/span><\/i>" ve "<\/span>J<\/span><\/i>" noktalar\u0131 olur. <\/span><\/li>\n
                                  5. "<\/span>F2<\/span><\/i>" tu\u015funa basarak e\u011frisel kiri\u015fin veter offseti (<\/span>h<\/span><\/i>) de\u011ferini klavyeden girebilir veya grafik edit\u00f6r plan g\u00f6r\u00fcn\u00fc\u015f\u00fcnde bir nokta se\u00e7erek e\u011frisel kiri\u015fin veter offseti (<\/span>h<\/span><\/i>) de\u011ferini basit\u00e7e tan\u0131mlayabilirsiniz. <\/span><\/li>\n<\/ol>\n
                                          <\/div>\n
                                    <\/div>\n

                                    Kiri\u015flerin Kolon Ekleme Noktalar\u0131ndan Farkl\u0131 Noktalarda Tan\u0131mlanmas\u0131
                                    <\/span><\/h1>\n
                                    ProtaStructure modelinde kiri\u015flerin "<\/span>I<\/span><\/i>" ve "<\/span>J<\/span><\/i>" u\u00e7lar\u0131n\u0131n, kolon veya perde ekleme noktas\u0131yla ayn\u0131 noktada tan\u0131mlanmas\u0131 gerekir. Bu, analitik modelin s\u00fcreklili\u011fini sa\u011flar. Aks sistemi karma\u015f\u0131kl\u0131klar\u0131, mimari k\u0131s\u0131tlamalar veya olas\u0131 kullan\u0131c\u0131 hatalar\u0131 nedeniyle kiri\u015fin u\u00e7 noktalar\u0131, ta\u015f\u0131mas\u0131 gereken kolonla \u00e7ak\u0131\u015fmayabilir.
                                    <\/span><\/div>\n
                                    Kiri\u015f ucu (<\/span>I<\/span><\/i> veya <\/span>J<\/span><\/i>) kolon kesitinin fiziksel s\u0131n\u0131rlar\u0131 i\u00e7inde ba\u015fka bir noktada tan\u0131mlan\u0131rsa, analiz motoru taraf\u0131ndan otomatik olarak bir <\/span>rijit ba\u011flant\u0131<\/span><\/i> olu\u015fturulur ve s\u00fcreklilik sa\u011flan\u0131r. 
                                    <\/span><\/div>\n
                                    \n
                                    <\/p>\n
                                    \"Notlar\"<\/div>\n
                                    Bu \u00f6zellik, kullan\u0131c\u0131 hatalar\u0131n\u0131n \u00f6nlenmesine veya baz\u0131 geometrik zorunluluklarla ba\u015fa \u00e7\u0131k\u0131lmas\u0131na yard\u0131mc\u0131 olur. Normal ko\u015fullarda modellerinizi rijit ba\u011flant\u0131lara g\u00fcvenerek olu\u015fturmay\u0131n. Her zaman "d\u00fc\u011f\u00fcmden d\u00fc\u011f\u00fcme" mant\u0131\u011f\u0131yla \u00e7al\u0131\u015f\u0131n.<\/span><\/div>\n

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

                                    Kolon ekleme noktas\u0131n\u0131n kiri\u015f ekleme noktas\u0131ndan farkl\u0131 oldu\u011fu bir \u00f6rnek a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir. Bu durumda kiri\u015f, kolon kenar\u0131na yak\u0131n tan\u0131mlanm\u0131\u015ft\u0131r.
                                    <\/span><\/div>\n

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

                                    <\/span><\/div>\n
                                    Analitik model varsay\u0131m\u0131 a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir. Kiri\u015fi "yakalamak" i\u00e7in otomatik olarak bir rijit ba\u011flant\u0131 olu\u015fturulur. 
                                    <\/span><\/div>\n

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

                                    <\/span><\/div>\n
                                    <\/div>\n
                                    \n
                                    \"Bilgi\"Daha ayr\u0131nt\u0131l\u0131 bilgi i\u00e7in \u015fu kayna\u011fa bak\u0131n:<\/span> <\/span>\u00d6telenmi\u015f kiri\u015fleri desteklemek i\u00e7in kolonlar i\u00e7inde otomatik olarak olu\u015fturulan rijit ba\u011flant\u0131lar<\/a><\/span><\/div>\n
                                    <\/div>\n<\/div>\n
                                    <\/div>\n
                                    \n
                                    \n

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

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

                                    ProtaStructure’da farkl\u0131 betonarme kiri\u015f t\u00fcrleri ve yeni bir kiri\u015f tan\u0131mlama ad\u0131mlar\u0131 anlat\u0131l\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":[19,47],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1870","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-structural-modelling"],"yoast_head":"\nKiri\u015flerle \u00c7al\u0131\u015fma - ProtaStructure Betonarme Kiri\u015f T\u00fcrleri<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da temel kiri\u015fi, ba\u011f kiri\u015fi, normal kiri\u015f ve perde ba\u011flant\u0131 kiri\u015fi t\u00fcrlerini \u00f6\u011frenin; kiri\u015f tan\u0131mlama ad\u0131mlar\u0131n\u0131 inceleyin.\" \/>\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\/kirislerle-calisma-ps-2022\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Kiri\u015flerle \u00c7al\u0131\u015fma (PS 2022)\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da temel kiri\u015fi, ba\u011f kiri\u015fi, normal kiri\u015f ve perde ba\u011flant\u0131 kiri\u015fi t\u00fcrlerini \u00f6\u011frenin; kiri\u015f tan\u0131mlama ad\u0131mlar\u0131n\u0131 inceleyin.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/\" \/>\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-fc13070975badc323c0802e1b3558b27.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=\"20 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\\\/kirislerle-calisma-ps-2022\\\/\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/\",\"name\":\"Kiri\u015flerle \u00c7al\u0131\u015fma - ProtaStructure Betonarme Kiri\u015f T\u00fcrleri\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/protasoftware.com\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/prota-doc-fc13070975badc323c0802e1b3558b27.png\",\"datePublished\":\"2026-08-03T21:35:06+00:00\",\"description\":\"ProtaStructure'da temel kiri\u015fi, ba\u011f kiri\u015fi, normal kiri\u015f ve perde ba\u011flant\u0131 kiri\u015fi t\u00fcrlerini \u00f6\u011frenin; kiri\u015f tan\u0131mlama ad\u0131mlar\u0131n\u0131 inceleyin.\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/#breadcrumb\"},\"inLanguage\":\"tr\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"tr\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/#primaryimage\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/prota-doc-fc13070975badc323c0802e1b3558b27.png\",\"contentUrl\":\"https:\\\/\\\/protasoftware.com\\\/wp-content\\\/uploads\\\/2026\\\/04\\\/prota-doc-fc13070975badc323c0802e1b3558b27.png\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kirislerle-calisma-ps-2022\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Kiri\u015flerle \u00c7al\u0131\u015fma (PS 2022)\"}]},{\"@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":"Kiri\u015flerle \u00c7al\u0131\u015fma - ProtaStructure Betonarme Kiri\u015f T\u00fcrleri","description":"ProtaStructure'da temel kiri\u015fi, ba\u011f kiri\u015fi, normal kiri\u015f ve perde ba\u011flant\u0131 kiri\u015fi t\u00fcrlerini \u00f6\u011frenin; kiri\u015f tan\u0131mlama ad\u0131mlar\u0131n\u0131 inceleyin.","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\/kirislerle-calisma-ps-2022\/","og_locale":"tr_TR","og_type":"article","og_title":"Kiri\u015flerle \u00c7al\u0131\u015fma (PS 2022)","og_description":"ProtaStructure'da temel kiri\u015fi, ba\u011f kiri\u015fi, normal kiri\u015f ve perde ba\u011flant\u0131 kiri\u015fi t\u00fcrlerini \u00f6\u011frenin; kiri\u015f tan\u0131mlama ad\u0131mlar\u0131n\u0131 inceleyin.","og_url":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/","og_site_name":"Protasoftware TR","og_image":[{"url":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-fc13070975badc323c0802e1b3558b27.png","type":"","width":"","height":""}],"twitter_card":"summary_large_image","twitter_misc":{"Tahmini okuma s\u00fcresi":"20 dakika"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/","url":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/","name":"Kiri\u015flerle \u00c7al\u0131\u015fma - ProtaStructure Betonarme Kiri\u015f T\u00fcrleri","isPartOf":{"@id":"https:\/\/protasoftware.com\/tr\/#website"},"primaryImageOfPage":{"@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/#primaryimage"},"image":{"@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/#primaryimage"},"thumbnailUrl":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-fc13070975badc323c0802e1b3558b27.png","datePublished":"2026-08-03T21:35:06+00:00","description":"ProtaStructure'da temel kiri\u015fi, ba\u011f kiri\u015fi, normal kiri\u015f ve perde ba\u011flant\u0131 kiri\u015fi t\u00fcrlerini \u00f6\u011frenin; kiri\u015f tan\u0131mlama ad\u0131mlar\u0131n\u0131 inceleyin.","breadcrumb":{"@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/#breadcrumb"},"inLanguage":"tr","potentialAction":[{"@type":"ReadAction","target":["https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/"]}]},{"@type":"ImageObject","inLanguage":"tr","@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/#primaryimage","url":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-fc13070975badc323c0802e1b3558b27.png","contentUrl":"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-fc13070975badc323c0802e1b3558b27.png"},{"@type":"BreadcrumbList","@id":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kirislerle-calisma-ps-2022\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/protasoftware.com\/tr\/"},{"@type":"ListItem","position":2,"name":"Kiri\u015flerle \u00c7al\u0131\u015fma (PS 2022)"}]},{"@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\/1870","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\/1870\/revisions"}],"wp:attachment":[{"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/media?parent=1870"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/categories?post=1870"},{"taxonomy":"whitepaper_topic","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/whitepaper_topic?post=1870"},{"taxonomy":"whitepaper_product","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/whitepaper_product?post=1870"},{"taxonomy":"whitepaper_type","embeddable":true,"href":"https:\/\/protasoftware.com\/tr\/wp-json\/wp\/v2\/whitepaper_type?post=1870"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}