{"id":1773,"date":"2026-08-03T21:34:01","date_gmt":"2026-08-03T21:34:01","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/ofset-kiris-kolon-rigid-link\/"},"modified":"2026-08-03T21:34:01","modified_gmt":"2026-08-03T21:34:01","slug":"ofset-kiris-kolon-rigid-link","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/ofset-kiris-kolon-rigid-link\/","title":{"rendered":"Kolonlarla Desteklenen \u00d6telenmi\u015f Kiri\u015fler \u0130\u00e7in Otomatik Olu\u015fturulan Rigid Link’ler"},"content":{"rendered":"
\n

Giri\u015f <\/span><\/span><\/b>
<\/span><\/h1>\n

Yap\u0131 modellenirken kiri\u015fin ekleme noktas\u0131 kolonun ekleme noktas\u0131ndan \u00f6telenmi\u015f olabilir. Bir ba\u015fka deyi\u015fle kiri\u015f u\u00e7 d\u00fc\u011f\u00fcm\u00fc kolon d\u00fc\u011f\u00fcm\u00fc ile tam olarak \u00e7ak\u0131\u015fmayabilir. <\/span><\/span>
<\/span><\/p>\n

ProtaStructure’da kiri\u015fin u\u00e7 d\u00fc\u011f\u00fcm\u00fc (ekleme noktas\u0131) kolon s\u0131n\u0131rlar\u0131 i\u00e7inde kald\u0131\u011f\u0131 s\u00fcrece, kiri\u015fin kolon taraf\u0131ndan desteklenmesini sa\u011flamak i\u00e7in otomatik olarak rigid link olu\u015fturulur.  <\/span><\/span>
<\/span><\/div>\n
Bu durumu basit bir model \u00fczerinden g\u00f6sterece\u011fiz. <\/span><\/span>
<\/span><\/div>\n

Basit test modeli<\/span>
<\/span><\/b><\/h1>\n

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

\u015eekil 1<\/span><\/b><\/div>\n<\/p>\n

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

Farkl\u0131 u\u00e7 d\u00fc\u011f\u00fcm ekleme noktalar\u0131yla d\u00f6rt basit mesnetli kiri\u015f olu\u015fturulur:<\/span><\/span><\/p>\n

    \n
  1. Kiri\u015f <\/span>A <\/span><\/b>– Her iki kiri\u015f u\u00e7 d\u00fc\u011f\u00fcm\u00fc de kolon d\u00fc\u011f\u00fcmleriyle kesi\u015fir<\/span><\/span>
    <\/span><\/li>\n
  2. Kiri\u015f <\/span>B <\/span><\/b>– Her iki kiri\u015f u\u00e7 d\u00fc\u011f\u00fcm\u00fc de kolon kenar\u0131ndad\u0131r<\/span>
    <\/span><\/li>\n
  3. Kiri\u015f<\/span> C <\/span><\/b>– Kiri\u015f aks\u0131 kolon aks\u0131ndan \u00f6telenmi\u015ftir<\/span>
    <\/span><\/li>\n
  4. Kiri\u015f <\/span>D <\/span><\/b>– Kiri\u015f aks\u0131 kolon aks\u0131ndan \u00f6telenmi\u015ftir ve kiri\u015f d\u00fc\u011f\u00fcmleri kolon kenar\u0131ndad\u0131r<\/span>
    <\/span><\/li>\n<\/ol>\n

     <\/span><\/span>Parametreler:<\/span><\/b><\/p>\n\n\n\n\n\n\n
    \n

    Kiri\u015f a\u00e7\u0131kl\u0131\u011f\u0131            :<\/span><\/p>\n<\/td>\n

    		\n

    5m<\/span><\/p>\n<\/td>\n<\/tr>\n

    \n

    Kiri\u015f \u00f6z a\u011f\u0131rl\u0131\u011f\u0131 :<\/span><\/p>\n<\/td>\n

    		\n

    3kN\/m<\/span><\/p>\n<\/td>\n<\/tr>\n

    \n

    Sabit Y\u00fck            :<\/span><\/p>\n<\/td>\n

    		\n

    10kN\/m<\/span><\/p>\n<\/td>\n<\/tr>\n

    \n

    Hareketli Y\u00fck              :<\/span><\/p>\n<\/td>\n

    		\n

    30kN\/m<\/span><\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n

    Analitik Model ve Sonu\u00e7lar<\/span><\/span><\/b>
    <\/span><\/h1>\n
    Model analiz edilir ve building analysis taraf\u0131ndan olu\u015fturulan analitik tel kafes \u015feklini do\u011frulamak i\u00e7in <\/span>Analitik Model<\/span><\/a><\/u> <\/span>g\u00f6r\u00fcn\u00fc\u015f\u00fcne eri\u015filir. <\/span><\/div>\n

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

    \n

    \u015eekil 2<\/span><\/b><\/p>\n

    Yukar\u0131daki analitik g\u00f6r\u00fcn\u00fc\u015fe g\u00f6re:<\/span><\/span><\/p>\n

      \n
    1. Mavi<\/span> \u00e7izgi kiri\u015f ve kolonlar\u0131n analitik tel kafesidir.<\/span><\/span><\/li>\n
    2. Koyu mavi<\/span> \u00e7izgi, \u00f6telenmi\u015f kiri\u015fin kolon taraf\u0131ndan desteklenmesini sa\u011flamak i\u00e7in analizde otomatik olarak olu\u015fturulan rigid link’tir. <\/span> <\/span><\/li>\n
    3. K\u0131rm\u0131z\u0131<\/span> \u00e7izgi ise sehim \u015feklidir.<\/span><\/span><\/li>\n
    4. A modelinde kolon ve kiri\u015f ekleme d\u00fc\u011f\u00fcm\u00fc ayn\u0131 oldu\u011fundan rigid link olu\u015fturulmaz.<\/span><\/li>\n
    5. B modelinde kiri\u015f ekleme d\u00fc\u011f\u00fcm\u00fc kolon y\u00fczeyinde oldu\u011fundan rigid link kolon y\u00fczeyine kadar olu\u015fturulur.<\/span><\/span>
      <\/span><\/li>\n
    6. C modelinde rigid link, \u00e7er\u00e7eve d\u00fczleminin d\u0131\u015f\u0131nda kolon kenar\u0131na kadar olu\u015fturulur. <\/span><\/span>
      <\/span><\/li>\n
    7. D modelinde kolon merkezinden kolonun k\u00f6\u015fe kenar\u0131na kadar \u00e7apraz bir rigid link olu\u015fturulur.<\/span><\/span><\/li>\n<\/ol>\n
      \n
      \"Notlar\"<\/p>\n
      Kiri\u015f d\u00fc\u011f\u00fcm\u00fc (ekleme noktas\u0131) kolonun s\u0131n\u0131r alan\u0131 i\u00e7inde kald\u0131\u011f\u0131 s\u00fcrece, kiri\u015fin kolona do\u011fru \u015fekilde ba\u011flanmas\u0131 i\u00e7in bu rigid link’ler otomatik olarak olu\u015fturulur.<\/span><\/div>\n

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

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

      \u00c7er\u00e7eve Y\u00fck\u00fc<\/span><\/u>
      <\/span><\/h2>\n
      Kiri\u015fler \u00fczerindeki toplam hesaplanan sabit y\u00fck\u00fc, <\/span>G<\/span><\/b>‘yi g\u00f6stermek i\u00e7in <\/span>G <\/span><\/b>y\u00fck durumu i\u00e7in \u00e7er\u00e7eve y\u00fck\u00fc a\u00e7\u0131l\u0131r. Bu, \u00f6z a\u011f\u0131rl\u0131\u011f\u0131 ve kiri\u015f \u00fczerinde kullan\u0131c\u0131 tan\u0131ml\u0131 \u00fcniform y\u00fck\u00fc i\u00e7erir. <\/span><\/div>\n<\/div>\n
      <\/div>\n
      \n
      \u015eekil 3<\/span><\/b><\/div>\n
      \u00c7er\u00e7eve y\u00fcklerinde \u015fu farklar g\u00f6r\u00fcl\u00fcr: 
      <\/span><\/div>\n
        \n
      1. Kiri\u015f A ve C<\/span><\/b> : 
        <\/span><\/li>\n
          \n
        1. Kullan\u0131c\u0131 taraf\u0131ndan tan\u0131mlanan 10 kN\/m’lik d\u00fczg\u00fcn yay\u0131l\u0131 y\u00fck, kolonun eksen \u00e7izgisine \/ ekleme noktas\u0131na uygulan\u0131r. 
          <\/span><\/li>\n
        2. Kiri\u015fin 3 kN\/m’lik \u00f6z a\u011f\u0131rl\u0131\u011f\u0131, daha do\u011fru bir \u015fekilde kolonun kenar\u0131na kadar al\u0131n\u0131r.
          <\/span><\/li>\n
        3. Bu durum, kolon y\u00fcz\u00fcnde \u00e7er\u00e7eve y\u00fck\u00fc de\u011ferinin 10 kN\/m’den 13 kN\/m’ye de\u011fi\u015fimini veya "k\u0131r\u0131lmay\u0131" a\u00e7\u0131klar. 
          <\/span><\/li>\n<\/ol>\n
        4. Kiri\u015f B ve D<\/span><\/b> : 
          <\/span><\/li>\n
            \n
          1. Kullan\u0131c\u0131 tan\u0131ml\u0131 d\u00fczg\u00fcn yay\u0131l\u0131 y\u00fck ve kiri\u015fin \u00f6z a\u011f\u0131rl\u0131\u011f\u0131, her ikisi de kiri\u015f u\u00e7lar\u0131n\u0131n ekleme d\u00fc\u011f\u00fcmlerine kadar al\u0131n\u0131r. 
            <\/span><\/li>\n
          2. Bu nedenle, kiri\u015fin t\u00fcm a\u00e7\u0131kl\u0131\u011f\u0131 boyunca \u00e7er\u00e7eve y\u00fck\u00fcnde "k\u0131r\u0131lma" olu\u015fmaz. <\/span><\/li>\n<\/ol>\n<\/ol>\n
            Benzer \u015fekilde, <\/span>Q <\/span><\/b>y\u00fck durumu i\u00e7in \u00e7er\u00e7eve y\u00fck\u00fc, kiri\u015f \u00fczerindeki kullan\u0131c\u0131 tan\u0131ml\u0131 hareketli y\u00fck\u00fc g\u00f6stermek amac\u0131yla a\u00e7\u0131l\u0131r (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi) : <\/span><\/div>\n
            <\/div>\n
            <\/div>\n
            <\/div>\n
            <\/div>\n
            \u015eekil 4<\/b><\/div>\n
            Yukar\u0131daki \u00e7er\u00e7eve y\u00fck\u00fc diyagram\u0131na g\u00f6re : <\/span><\/div>\n
              \n
            1. Beklendi\u011fi gibi, Q y\u00fck\u00fc \u00e7er\u00e7eve de\u011ferlerinde de\u011fi\u015fim veya "k\u0131r\u0131lma" g\u00f6r\u00fclmez. Kiri\u015fin u\u00e7 d\u00fc\u011f\u00fcmleri aras\u0131nda tek bir 30 kN\/m de\u011feri uygulan\u0131r. 
              <\/span><\/li>\n
            2. Tek fark, farkl\u0131 bir ekleme noktas\u0131 kullan\u0131ld\u0131\u011f\u0131 i\u00e7in d\u00fczg\u00fcn yay\u0131l\u0131 y\u00fck\u00fcn uyguland\u0131\u011f\u0131 uzunluktur. <\/span><\/li>\n<\/ol>\n

              Eksenel Y\u00fck<\/span><\/u>
              <\/span><\/h2>\n
              Nihai y\u00fck kombinasyonu<\/span> 1.4G + 1.6Q <\/span><\/b> i\u00e7in eksenel y\u00fck diyagram\u0131 a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi a\u00e7\u0131l\u0131r : <\/span><\/div>\n


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

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

              \u015eekil 5<\/span><\/b><\/p>\n

              Modeller aras\u0131nda kolon eksenel y\u00fck\u00fcnde fark bulunur : <\/span><\/span>
              <\/span><\/div>\n
                \n
              1. A kiri\u015fini ta\u015f\u0131yan kolon, C kiri\u015fini ta\u015f\u0131yan kolonla e\u015fit eksenel y\u00fcke sahiptir.<\/span><\/li>\n
              2. B ve D kiri\u015flerini ta\u015f\u0131yan kolon ayn\u0131 eksenel y\u00fcke sahiptir ve bu de\u011fer A ile C’ninkinden daha d\u00fc\u015f\u00fckt\u00fcr. <\/span><\/span>
                <\/span><\/li>\n
              3. Bu durum, \u015eekil 3 ve 4’te g\u00f6sterilen \u00e7er\u00e7eve y\u00fcklerine bak\u0131larak a\u00e7\u0131klanabilir  :<\/span><\/span><\/li>\n
                  \n
                1. A ve C kiri\u015flerini ta\u015f\u0131yan kolon daha y\u00fcksek eksenel y\u00fcke sahiptir, \u00e7\u00fcnk\u00fc \u00e7er\u00e7eve y\u00fckleri kolonun eksen \u00e7izgisinden al\u0131n\u0131r; bu nedenle y\u00fck uzunlu\u011fu ve toplam y\u00fck daha fazlad\u0131r.<\/span><\/li>\n
                2. B ve D kiri\u015flerini ta\u015f\u0131yan kolon daha d\u00fc\u015f\u00fck eksenel y\u00fcke sahiptir, \u00e7\u00fcnk\u00fc \u00e7er\u00e7eve y\u00fckleri kolonun y\u00fcz\u00fcne kadar al\u0131n\u0131r; bu nedenle y\u00fck uzunlu\u011fu ve toplam y\u00fck daha azd\u0131r.<\/span>
                  <\/span><\/li>\n<\/ol>\n<\/ol>\n

                  M33 Momenti<\/span><\/u>
                  <\/span><\/h2>\n

                  \u00c7er\u00e7eve d\u00fczlemindeki b\u00fcy\u00fck moment olan M33 moment diyagram\u0131, nihai y\u00fck kombinasyonu<\/span><\/span> 1.4G + 1.6Q <\/span><\/b> i\u00e7in a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi a\u00e7\u0131l\u0131r. <\/span><\/span><\/p>\n<\/div>\n

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


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

                   <\/span><\/p>\n

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

                  \u015eekil 6<\/span><\/b><\/p>\n

                  Moment diyagramlar\u0131nda farkl\u0131l\u0131klar bulunur : <\/span><\/span>
                  <\/span><\/p>\n

                    \n
                  1. Model A : <\/span><\/b><\/span>
                    <\/span><\/li>\n
                      \n
                    1. <\/span><\/span>E\u011filme momenti diyagram\u0131, kiri\u015f d\u00fc\u011f\u00fcmleriyle \u00e7ak\u0131\u015fan kolonun eksen \u00e7izgisine kadar al\u0131n\u0131r. 
                      <\/span><\/li>\n
                    2. Bu, kar\u015f\u0131la\u015ft\u0131rma temeli olarak kullan\u0131lacak en basit eksen \u00e7izgisi tel \u00e7er\u00e7eve modelidir.
                      <\/span><\/li>\n<\/ol>\n
                    3. Model B <\/span><\/b>:  <\/span><\/span>
                      <\/span><\/li>\n
                        \n
                      1. Kiri\u015f moment de\u011ferleri, Model A ile kar\u015f\u0131la\u015ft\u0131r\u0131ld\u0131\u011f\u0131nda daha d\u00fc\u015f\u00fckt\u00fcr; \u00e7\u00fcnk\u00fc \u00e7er\u00e7eve y\u00fckleme uzunlu\u011fu kolonun y\u00fcz\u00fcne kadard\u0131r, yani daha k\u0131sad\u0131r – bu nedenle kiri\u015f \u00fczerindeki toplam y\u00fck daha azd\u0131r.  <\/span><\/span>
                        <\/span><\/li>\n
                      2. Kolon momenti, rijit ba\u011flant\u0131 taraf\u0131ndan olu\u015fturulan ek d\u0131\u015fmerkez moment nedeniyle daha y\u00fcksektir.  Olu\u015fan d\u0131\u015fmerkez moment, kiri\u015f ucundaki kesme kuvvetinin rijit ba\u011flant\u0131 uzunlu\u011fuyla \u00e7arp\u0131m\u0131na e\u015fittir. <\/span><\/span>
                        <\/span><\/li>\n
                      3. Rijit ba\u011flant\u0131 nedeniyle kiri\u015f u\u00e7 moment de\u011ferinin kolon \u00fcst moment de\u011feriyle ayn\u0131 olmad\u0131\u011f\u0131na dikkat edin. <\/span><\/span>
                        <\/span><\/li>\n<\/ol>\n
                      4. Model C :<\/span><\/b><\/span>
                        <\/span><\/li>\n
                          \n
                        1. E\u011filme momenti profili Model A’ya benzerdir.
                          <\/span><\/li>\n
                        2. Ancak rijit ba\u011flant\u0131lar\u0131n varl\u0131\u011f\u0131 nedeniyle de\u011ferler daha k\u00fc\u00e7\u00fckt\u00fcr; bu nedenle analitik model farkl\u0131d\u0131r ve ek 3B etkisi g\u00f6z \u00f6n\u00fcne al\u0131nd\u0131\u011f\u0131nda kar\u015f\u0131la\u015ft\u0131r\u0131labilir de\u011fildir
                          <\/span><\/li>\n
                        3. 3B etki \u015eekil 4’te g\u00f6r\u00fclebilir: Model C ayr\u0131ca \u00e7er\u00e7eve d\u00fczleminin d\u0131\u015f\u0131nda sehim yapar. 
                          <\/span><\/li>\n<\/ol>\n
                        4. Model D<\/span><\/b> : <\/span><\/span>
                          <\/span><\/li>\n
                            \n
                          1. Genel davran\u0131\u015f Model C’ye benzerdir; tek fark, kolonun k\u00f6\u015fe kenar\u0131na diyagonal bir rijit ba\u011flant\u0131 olu\u015fturulmas\u0131d\u0131r.<\/span><\/span>
                            <\/span><\/li>\n
                          2. Ancak kiri\u015fin maksimum negatif momenti, daha k\u0131sa kiri\u015f uzunlu\u011fu ve dolay\u0131s\u0131yla daha d\u00fc\u015f\u00fck toplam y\u00fck nedeniyle Model C’den \u00f6nemli \u00f6l\u00e7\u00fcde daha k\u00fc\u00e7\u00fckt\u00fcr.<\/span><\/span>
                            <\/span><\/li>\n
                          3. Kolondaki maksimum moment, daha uzun rijit ba\u011flant\u0131 nedeniyle daha y\u00fcksektir; bu da \u00f6telenmi\u015f kiri\u015f taraf\u0131ndan olu\u015fturulan d\u0131\u015fmerkez momentin artmas\u0131na neden olur. <\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n

                            M22 Momenti<\/span><\/u><\/span>
                            <\/span><\/h2>\n
                            M22 momenti, \u00e7er\u00e7eve d\u00fczleminin d\u0131\u015f\u0131ndaki kiri\u015fin k\u00fc\u00e7\u00fck momentidir.  Ayn\u0131 zamanda kolonun di\u011fer do\u011frultudaki momentidir; bu durumda bu do\u011frultu da \u00e7er\u00e7eve d\u00fczleminin d\u0131\u015f\u0131ndad\u0131r. <\/span><\/div>\n
                            Nihai y\u00fck kombinasyonu<\/span> 1.4G + 1.6Q<\/span><\/b>  i\u00e7in M22 moment diyagram\u0131 a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi a\u00e7\u0131l\u0131r. <\/span> 
                            <\/span><\/div>\n

                                            <\/p>\n

                            <\/div>\n


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

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

                            \u015eekil 5<\/span><\/b><\/p>\n

                            Yukar\u0131daki \u015femaya g\u00f6re:<\/span><\/span>
                            <\/span><\/p>\n

                              \n
                            1. Kiri\u015f A ve B<\/span><\/b> : Analitik model tamamen tek bir d\u00fc\u015fey d\u00fczlemde oldu\u011fu i\u00e7in min\u00f6r moment olu\u015fmaz.<\/span><\/span>
                              <\/span><\/li>\n
                            2. Kiri\u015f C ve D<\/span><\/b> : <\/span><\/span>Ofsetli kiri\u015flere (Kiri\u015f C ve Kiri\u015f D) sahip kolonda min\u00f6r y\u00f6nde (\u00e7er\u00e7eve d\u00fczleminin d\u0131\u015f\u0131nda) moment olu\u015fur.<\/span><\/li>\n<\/ol>\n
                              \n
                              \"Uyar\u0131\"<\/p>\n
                              Ofsetli kiri\u015flere sahip kolonlarda olu\u015fan bu ilave d\u0131\u015fmerkez momentin fark\u0131nda olunmal\u0131d\u0131r.
                              <\/span><\/div>\n
                              D\u0131\u015fmerkez olsun ya da olmas\u0131n, t\u00fcm momentler eleman tasar\u0131m\u0131nda otomatik olarak dikkate al\u0131n\u0131r.<\/span><\/div>\n

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

                              Sonu\u00e7<\/span><\/span>
                              <\/span><\/h1>\n<\/div>\n

                              Yukar\u0131daki inceleme ve sonu\u00e7lardan a\u015fa\u011f\u0131daki \u015fekilde \u00f6zetleyip sonuca ula\u015fabiliriz:<\/span><\/span>
                              <\/span><\/p>\n

                              Model A ve B<\/span><\/b> : A\u015fa\u011f\u0131daki nedenlerden dolay\u0131 Model A, Model B’ye tercih edilir:<\/span><\/span>
                              <\/span><\/div>\n
                                \n
                              1. Model A’da rijit ba\u011f olu\u015fturulmaz; kiri\u015fteki maksimum negatif moment ayn\u0131 \u015fekilde kolona iletilir.<\/span><\/span>
                                <\/span><\/li>\n
                              2. Model B, gereksiz yere rijit ba\u011f karma\u015f\u0131kl\u0131\u011f\u0131 getirir ve bu, kiri\u015f u\u00e7lar\u0131nda daha d\u00fc\u015f\u00fck negatif moment olu\u015fmas\u0131na yol a\u00e7ar.<\/span><\/span>
                                <\/span><\/li>\n
                              3. Model A sonucunu elle hesap ve di\u011fer analiz programlar\u0131yla do\u011frulamak kolayd\u0131r.<\/span><\/span>
                                <\/span><\/li>\n
                              4. Model B sonucu, rijit ba\u011flar nedeniyle elle hesapla do\u011frulanamaz. Sonu\u00e7lar yaln\u0131zca rijit ba\u011f olu\u015fturabilen ba\u015fka bir 3B analiz program\u0131yla do\u011frulanabilir.<\/span><\/span>
                                <\/span><\/li>\n<\/ol>\n
                                Model C ve D<\/span><\/b> : A\u015fa\u011f\u0131daki nedenlerden dolay\u0131 Model C, Model D’ye tercih edilir:<\/span><\/span>
                                <\/span><\/div>\n
                                  \n
                                1. Model C’de kiri\u015f ucundaki maksimum negatif moment, kolon ucundaki momentle \u00f6rt\u00fc\u015f\u00fcr.<\/span>
                                  <\/span><\/li>\n
                                2. Model D’de kiri\u015f ucundaki maksimum negatif moment, Model C’ye g\u00f6re \u00e7ok daha d\u00fc\u015f\u00fckt\u00fcr; bu da tasar\u0131m\u0131n g\u00fcvenli tarafta olmamas\u0131na yol a\u00e7ar.<\/span>
                                  <\/span><\/li>\n
                                3. Genel olarak Model C sonu\u00e7lar\u0131 daha makul ve geleneksel varsay\u0131mlarla uyumludur.<\/span><\/li>\n<\/ol>\n
                                  \n
                                  \"Fikir\"<\/p>\n
                                  Kullan\u0131lmayan \u00e7ok fazla d\u00fc\u011f\u00fcm olu\u015fmamas\u0131 i\u00e7in m\u00fcmk\u00fcn oldu\u011funca az aks kesi\u015fimi bulunmas\u0131 \u00f6nerilir.<\/span>
                                  <\/span><\/div>\n
                                  Model A ve C daha az say\u0131da aks ve dolay\u0131s\u0131yla daha az d\u00fc\u011f\u00fcm gerektirir. Bu sayede daha basit bir analitik model olu\u015fturulur.<\/span>
                                  <\/span><\/div>\n

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

                                  \"Uyar\u0131\"<\/p>\n

                                  Perde duvarlar i\u00e7in rijit ba\u011flar otomatik olarak olu\u015fturulmaz. Kiri\u015f ekleme noktas\u0131, perde ekleme aks\u0131yla tam olarak \u00f6rt\u00fc\u015fmelidir.<\/span><\/span>
                                  <\/span><\/p>\n

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

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

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

                                  Kiri\u015f ekleme noktas\u0131 kolondan \u00f6telendi\u011finde ProtaStructure’\u0131n kolon s\u0131n\u0131rlar\u0131 i\u00e7inde otomatik rigid link olu\u015fturarak kiri\u015fi desteklemesi 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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1773","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nOfset Kiri\u015flerde Otomatik Rigid Link Olu\u015fumu<\/title>\n<meta name=\"description\" content=\"Ofset kiri\u015flerde rigid link olu\u015fumunu \u00f6\u011frenin: ProtaStructure kolon ekleme noktas\u0131na g\u00f6re kiri\u015fi nas\u0131l destekler, \u00f6rnek modelle inceleyin.\" \/>\n<meta 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