{"id":1904,"date":"2026-08-03T21:35:29","date_gmt":"2026-08-03T21:35:29","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-2022-doseme-seritleri-ile-calisma\/"},"modified":"2026-08-03T21:35:29","modified_gmt":"2026-08-03T21:35:29","slug":"protastructure-2022-doseme-seritleri-ile-calisma","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-2022-doseme-seritleri-ile-calisma\/","title":{"rendered":"ProtaStructure 2022’de D\u00f6\u015feme \u015eeritleri ile \u00c7al\u0131\u015fma"},"content":{"rendered":"
D\u00f6\u015feme \u015eeritlerinin Kullan\u0131m\u0131<\/span><\/span><\/b><\/div>\n
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\n
D\u00f6\u015feme \u015feritleri, d\u00f6\u015femelerin analizi, tasar\u0131m\u0131 ve donat\u0131 kesme i\u015flemlerinin ger\u00e7ekle\u015ftirilmesi i\u00e7in kullan\u0131l\u0131r. \u015eerit boyunca yer alan d\u00f6\u015femeler belirlenir; moment katsay\u0131lar\u0131 y\u00f6ntemi se\u00e7ildi\u011finde analiz \u015ferit boyunca ger\u00e7ekle\u015ftirilir. Nerv\u00fcrl\u00fc d\u00f6\u015femelerle kar\u015f\u0131la\u015f\u0131ld\u0131\u011f\u0131nda, \u015ferit boyunca s\u00fcrekli kiri\u015f analizi yap\u0131l\u0131r.<\/span><\/span><\/span>
<\/span><\/div>\n
Analiz y\u00f6ntemi olarak sonlu elemanlar se\u00e7ildi\u011finde, \u015ferit boyunca tasar\u0131m sonu\u00e7lar\u0131, kullan\u0131c\u0131 taraf\u0131ndan belirlenen d\u00f6\u015feme \u015feridi tipine ba\u011fl\u0131 olarak analiz sonu\u00e7lar\u0131ndan elde edilir.<\/span><\/span><\/span>
<\/span><\/div>\n

D\u00f6\u015feme \u015eeritlerinin Kullan\u0131m\u0131:<\/span><\/span><\/span>
<\/span><\/p>\n

    \n
  1. D\u00f6\u015femelerin Analizi ve Tasar\u0131m\u0131<\/b>: \u015eerit boyunca bulunan d\u00f6\u015femeler ve nerv\u00fcrl\u00fc d\u00f6\u015femeler analiz edilip tasarlan\u0131r. \u015eerit bir Sonlu Eleman \u015eeridi ise analiz sonu\u00e7lar\u0131 sonlu eleman modeli sonu\u00e7lar\u0131ndan elde edilir; aksi durumda \u015ferit boyunca d\u00f6\u015femelerin analizi moment katsay\u0131s\u0131 y\u00f6ntemi kullan\u0131larak yap\u0131l\u0131r.<\/span>
    <\/span><\/li>\n
  2. Donat\u0131 \u00c7ubuklar\u0131n\u0131n Yerle\u015ftirilmesi<\/b>: D\u00f6\u015femelerin analizi s\u0131ras\u0131nda hesaplanan donat\u0131 \u00e7ubuklar\u0131, \u015eerit Tipi parametresine ba\u011fl\u0131 olarak \u015ferit boyunca yerle\u015ftirilir.<\/span>
    <\/span><\/li>\n
  3. Nerv\u00fcrl\u00fc D\u00f6\u015femelerin Analizi ve Tasar\u0131m\u0131<\/b>: Nerv\u00fcrlerin analizi ve tasar\u0131m\u0131 i\u00e7in \u015ferit boyunca s\u00fcrekli kiri\u015f modeli olu\u015fturulur.<\/span>
    <\/span><\/li>\n<\/ol>\n

    Donat\u0131 \u00e7ubuklar\u0131 yaln\u0131zca d\u00f6\u015feme \u015feritlerinin do\u011frultusu boyunca hesaplan\u0131r. Bu nedenle iki y\u00f6nl\u00fc d\u00f6\u015femelerde \u015feritler her iki do\u011frultuda da tan\u0131mlanmal\u0131d\u0131r. L \u015feklindeki d\u00f6\u015femelerde farkl\u0131 a\u00e7\u0131kl\u0131klar\u0131n dikkate al\u0131nmas\u0131 i\u00e7in tek bir do\u011frultuda birden fazla \u015ferit tan\u0131mlanmas\u0131 gerekebilir.<\/span><\/span><\/span><\/p>\n

    Bir kenar boyunca farkl\u0131 biti\u015fik d\u00f6\u015femeler bulunan d\u00f6\u015femelerde de birden fazla \u015ferit tan\u0131mlanmas\u0131 gerekebilir. Bu durumlarda do\u011fru metraj \u00e7\u0131karma yap\u0131labilmesi i\u00e7in d\u00f6\u015feme a\u00e7\u0131kl\u0131k \u00e7izgilerinin elle de\u011fi\u015ftirilmesi gerekebilir.<\/span><\/span><\/span><\/p>\n<\/div>\n<\/div>\n

    \"Notlar\"<\/p>\n
    \n
    D\u00f6\u015feme \u015feritlerinin kullan\u0131m\u0131na ili\u015fkin ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klama i\u00e7in <\/span><\/span>D\u00f6\u015feme Analizi ve Tasar\u0131m\u0131 Genel Bak\u0131\u015f<\/span><\/a>.<\/span><\/span>
    <\/span><\/div>\n
    Sonlu Eleman FE \u015eeridinin her bir farkl\u0131 tipi hakk\u0131nda daha ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klama i\u00e7in<\/span><\/span> <\/span>Sonlu Eleman FE \u015eeridi<\/span><\/a>.<\/span><\/span><\/div>\n<\/div>\n

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

    D\u00f6\u015feme \u015eeridi \u00d6zellikleri<\/span><\/span><\/span><\/h1>\n
    \n
    <\/div>\n

    D\u00f6\u015feme \u015eeridi Etiketi
    <\/h2>\n

    <\/span><\/div>\n
      \n
    1. \n
      Y\u00f6n<\/span><\/u> :<\/span><\/b> D\u00f6\u015feme \u015feridinin do\u011frultusunu atamak i\u00e7in kullan\u0131l\u0131r. Yatay ise "X", d\u00fc\u015fey ise "Y" se\u00e7ilir. 
      <\/span><\/div>\n<\/li>\n
    2. \n
      No<\/span><\/u>. :<\/span><\/b> D\u00f6\u015feme \u015feridinin numaras\u0131n\u0131 atamak i\u00e7in kullan\u0131l\u0131r. Atanabilecek en b\u00fcy\u00fck numara "99"dur. 
      <\/span><\/div>\n<\/li>\n
    3. \n
      Donat\u0131 S\u0131ras\u0131<\/span><\/u> (Manuel \u015eerit \/ FE \u015eeridi – Sabit Bant) :<\/span><\/b> Donat\u0131 katman\u0131n\u0131 atamak i\u00e7in kullan\u0131l\u0131r (\u00f6rn. 1 veya 2). Ana d\u00f6\u015feme donat\u0131s\u0131 "1", da\u011f\u0131t\u0131m donat\u0131s\u0131 "2" olarak atanabilir.
      <\/span><\/div>\n<\/li>\n
        \n
      1. \n
        1. donat\u0131 katman\u0131 i\u00e7in :<\/span><\/b> \u00c7ubuk merkezine paspay\u0131 = Beton paspay\u0131 + (\u015eerit boyunca donat\u0131 \u00e7ap\u0131 \/ 2)
        <\/span><\/div>\n<\/li>\n
      2. \n
        2. donat\u0131 katman\u0131 i\u00e7in :<\/span><\/b> \u00c7ubuk merkezine paspay\u0131 = Beton paspay\u0131 + (\u015eerit boyunca donat\u0131 \u00e7ap\u0131 \/ 2) + (Di\u011fer do\u011frultudaki donat\u0131 \u00e7ap\u0131
        <\/span><\/div>\n<\/li>\n<\/ol>\n<\/ol>\n<\/div>\n
        \n
        \n
        Kiri\u015fli d\u00f6\u015feme sistemlerinde donat\u0131 katmanlar\u0131, \u015feridin kesti\u011fi d\u00f6\u015femelerin plan boyutlar\u0131 kullan\u0131larak otomatik olarak belirlenir.
        \u00d6rne\u011fin d\u00f6\u015femenin k\u0131sa a\u00e7\u0131kl\u0131\u011f\u0131 boyunca yer alan donat\u0131lar "1" numaral\u0131 katmanda, di\u011fer do\u011frultudaki donat\u0131lar ise "2" numaral\u0131 donat\u0131 katman\u0131nda yer al\u0131r.<\/span><\/span><\/div>\n<\/div>\n<\/blockquote>\n
        \n

        \u015eerit Tipi
        <\/h2>\n
        \n
          \n
        1. Tip<\/u> :<\/b> ProtaStructure'da 3 farkl\u0131 \u015ferit tipi bulunur:<\/li>\n
            \n
          1. Analitik \u015eerit :<\/b> FE D\u00f6\u015feme Analizi veya Bina Analizi D\u00f6\u015feme a\u011f olu\u015fturma i\u015flemi olmadan, Bina Analizi sonucuna (Moment Katsay\u0131s\u0131 Y\u00f6ntemi) dayal\u0131 olarak d\u00f6\u015feme donat\u0131lar\u0131n\u0131 tasarlar.
            Bu \u015feritler kiri\u015f ve perdelerle desteklenen d\u00f6\u015femelerden ge\u00e7melidir. Bina Analizi yap\u0131lm\u0131\u015f olmal\u0131d\u0131r. Bak\u0131n\u0131z: Analitik \u015eerit (Moment Katsay\u0131s\u0131 Y\u00f6ntemi) <\/a><\/li>\n
          2. FE \u015eeridi :<\/b> FE D\u00f6\u015feme Analizi veya Bina Analizi D\u00f6\u015feme a\u011f olu\u015fturma i\u015flemine dayal\u0131 olarak d\u00f6\u015feme donat\u0131lar\u0131n\u0131 tasarlar.
            Bina Analizi (FE D\u00f6\u015feme\/Temel Analizi veya Bina Analizi FE A\u011f\u0131 ile) yap\u0131lm\u0131\u015f olmal\u0131d\u0131r. Bak\u0131n\u0131z:             Sonlu Eleman FE \u015eeridi<\/a>
            Yaln\u0131zca FE \u015eeridi tipi "A\u00e7\u0131kl\u0131k \u015eeridi" veya "Sabit Bant \u015eerit" olarak se\u00e7ilebilir.<\/li>\n
            \"Bilgi\"<\/p>\n
            Sonlu Eleman \u015eeridi tipi, d\u00f6\u015feme sistemiyle uyumlu olmal\u0131d\u0131r.
            \u00d6rne\u011fin kiri\u015fli bir d\u00f6\u015feme sistemiyle \u00e7al\u0131\u015f\u0131l\u0131yorsa, Sonlu Eleman \u015eeridi tipi "A\u00e7\u0131kl\u0131k \u015eeridi" olmal\u0131d\u0131r.<\/span><\/div>\n
            \u00dczerinde \u00e7al\u0131\u015f\u0131lan sistem d\u00fcz plak ise, konuma ba\u011fl\u0131 olarak "Sabit Bant \u015eerit" se\u00e7ilmelidir.<\/div>\n

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

            \n
            \n
              \n
                \n
              1. \n
                Manuel \u015eerit :<\/b> Analiz ve tasar\u0131m yap\u0131lmadan d\u00f6\u015feme donat\u0131lar\u0131n\u0131 manuel olarak atar.<\/div>\n
                Bu \u015feritle ili\u015fkili donat\u0131 \u00e7ubuklar\u0131n\u0131 girmek ve g\u00f6r\u00fcnt\u00fclemek i\u00e7in ek bir "\u00c7elik \u00c7ub." sekmesi bulunur.<\/div>\n
                <\/div>\n<\/li>\n<\/ol>\n<\/ol>\n
                \n
                \"Uyar\u0131\"<\/p>\n
                Analitik \u015eerit<\/b> ve FE \u015eerit – (A\u00e7\u0131kl\u0131k \u015eeridi)<\/b> uygulan\u0131rken, i\u00e7inde birden fazla d\u00f6\u015feme bulunan tek bir kat g\u00f6z\u00fc boyunca \u00e7izim yapmaktan ka\u00e7\u0131n\u0131n; \u00e7\u00fcnk\u00fc d\u00f6\u015feme \u015feritleri her zaman yaln\u0131zca ge\u00e7ti\u011fi ilk d\u00f6\u015feme i\u00e7in tasar\u0131m yapar. 
                Tek kat g\u00f6z\u00fc, d\u00f6\u015femelere mesnet olu\u015fturan birbirine paralel 2 kiri\u015f\/perde aras\u0131ndaki d\u00f6\u015feme alan\u0131 olarak tan\u0131mlan\u0131r.
                \"\"
                <\/span><\/div>\n
                <\/div>\n

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

                Analiz Sonu\u00e7 Kayna\u011f\u0131 (FE \u015eerit)<\/span>
                <\/h2>\n<\/div>\n
                Bu se\u00e7enek yaln\u0131zca "FE \u015eerit" tipi se\u00e7ildi\u011finde g\u00f6r\u00fcn\u00fcr ve se\u00e7ilebilir olur. D\u00f6\u015feme donat\u0131 tasar\u0131m\u0131 \u015funlardan birine dayanabilir: <\/div>\n
                  \n
                1. Bina Analizi FE a\u011f\u0131 sonucu veya<\/li>\n
                2. FE D\u00f6\u015feme\/Temel Analizi sonucu<\/li>\n<\/ol>\n

                  S\u0131n\u0131r Ko\u015fullar\u0131 (Analitik \u015eerit \/ FE \u015eerit-A\u00e7\u0131kl\u0131k \u015eeridi)<\/span>
                  <\/h2>\n
                  <\/div>\n
                  S\u0131n\u0131r ko\u015fulu yaln\u0131zca Analitik \u015eerit veya FE \u015eerit (A\u00e7\u0131kl\u0131k \u015eeridi) se\u00e7ildi\u011finde etkinle\u015fir.<\/div>\n
                  Bu b\u00f6l\u00fcmde, d\u00f6\u015femenin ba\u015flang\u0131\u00e7 ve biti\u015f ko\u015fulu ikona g\u00f6re tan\u0131mlanabilir.<\/div>\n
                  \u015eeridin ba\u015flang\u0131c\u0131 her zaman solda (yatay) veya altta (dikey) olur; di\u011fer nokta ise \u015feridin biti\u015fini olu\u015fturur. <\/div>\n
                  \n

                  D\u00f6\u015feme Geni\u015fli\u011fi (S\u0131n\u0131r Ko\u015fullar\u0131 : S\u00fcrekli)
                  <\/h2>\n
                  "D\u00f6\u015feme geni\u015fli\u011fi", "S\u00fcrekli" s\u0131n\u0131r ko\u015fulu se\u00e7ildi\u011finde \u015feridin ba\u015flang\u0131c\u0131nda veya biti\u015finde donat\u0131lar\u0131n uzat\u0131lma miktar\u0131n\u0131 tan\u0131mlamak i\u00e7indir.<\/div>\n
                  \n
                  \"Fikir\"Bu \u00f6l\u00e7\u00fcy\u00fc belirlemenin kolay bir yolu, fare ile bu giri\u015f alan\u0131na t\u0131klamak ve d\u00f6\u015femeyi se\u00e7mektir (plan penceresinde etikete t\u0131klayarak). \u015eerit boyunca geni\u015flik bu \u015fekilde g\u00f6r\u00fcnt\u00fclenir. \u00dcst donat\u0131 \u00e7ubuklar\u0131, kullan\u0131c\u0131 taraf\u0131ndan belirlenen ankraj boyu kadar kom\u015fu d\u00f6\u015femeye uzat\u0131l\u0131r.<\/span><\/span><\/span><\/div>\n<\/div>\n

                  Kapsam Geni\u015fli\u011fi (FE \u015eerit-Sabit Bant \u015eeridi)
                  <\/h2>\n
                  "Kapsam Geni\u015fli\u011fi", FE \u015eerit (Sabit Bant \u015eeridi) se\u00e7ildi\u011finde donat\u0131 tasar\u0131m\u0131 i\u00e7in d\u00f6\u015feme analiz sonucunun (\u00f6rn. moment) al\u0131nmas\u0131nda dikkate al\u0131nacak analiz geni\u015fli\u011fidir. <\/div>\n
                  Analiz hatas\u0131n\u0131 \u00f6nlemek i\u00e7in her iki taraftaki geni\u015flik asla "0" olarak ayarlanmamal\u0131d\u0131r.<\/div>\n
                  Kapsam geni\u015fli\u011fini kolayca tan\u0131mlamak i\u00e7in, d\u00f6\u015feme i\u00e7inde \u015ferit geni\u015fli\u011fini uzatmak istedi\u011finiz noktaya t\u0131klayarak her iki taraf\u0131n geni\u015fli\u011fini otomatik hesaplatmak amac\u0131yla ">" d\u00fc\u011fmesi kullan\u0131labilir.<\/div>\n

                  <\/div>\n
                    \n
                  1. Entegral \u015eerit<\/u> :<\/b> Tasar\u0131m momentlerini entegral yakla\u015f\u0131m\u0131 kullanarak hesaplamak i\u00e7indir (\u015ferit geni\u015fli\u011fi i\u00e7indeki momentin ortalamas\u0131n\u0131 al\u0131r); aksi halde donat\u0131 tasar\u0131m\u0131 i\u00e7in \u015ferit aral\u0131\u011f\u0131ndaki maksimum momentler kullan\u0131l\u0131r.
                    <\/li>\n<\/ol>\n<\/div>\n<\/div>\n<\/div>\n
                    \n
                    \n
                    \n
                    \n
                    \n
                    \n
                    \n
                      \n
                    1. Varsay\u0131lan olarak, sonlu eleman d\u00f6\u015feme tasar\u0131m\u0131nda maksimum tepe d\u00fc\u011f\u00fcm noktas\u0131 momenti kullan\u0131l\u0131r, \u00f6rn. kolon eksen \u00e7izgisi (yukar\u0131da g\u00f6sterildi\u011fi gibi)<\/li>\n
                    2. Entegral se\u00e7ene\u011fi, tasar\u0131m momentinin \u015ferit geni\u015fli\u011fi boyunca ortalamas\u0131n\u0131 al\u0131r<\/li>\n
                    3. \u015eerit ne kadar geni\u015fse, \u00f6zellikle momentin h\u0131zla de\u011fi\u015fti\u011fi mesnet b\u00f6lgesinde \u201cortalama\u201d tasar\u0131m de\u011feri o kadar d\u00fc\u015f\u00fck olur<\/li>\n
                    4. Entegral se\u00e7ildi\u011finde, kullan\u0131c\u0131 her \u015feridin ne geni\u015flikte olu\u015fturulaca\u011f\u0131n\u0131 dikkatle de\u011ferlendirmelidir<\/li>\n<\/ol>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n
                      \n
                      \n
                      \n
                      \n

                      Yeni Bir D\u00f6\u015feme \u015eeridi Tan\u0131mlama<\/span><\/span><\/b>
                      <\/h1>\n
                      Bir D\u00f6\u015feme \u015eeridi eklemeden \u00f6nce:<\/span><\/span><\/div>\n
                      <\/div>\n
                        \n
                      1. \n
                        \u015eerit boyunca kiri\u015fler ve kolonlar\/perdeler tan\u0131mlanm\u0131\u015f olmal\u0131d\u0131r (FE \u015eerit – Sabit Bant \u015eeridi hari\u00e7)<\/span><\/span>
                        <\/span><\/div>\n<\/li>\n
                      2. \n
                        \u015eerit boyunca d\u00f6\u015femeler veya nerv\u00fcrl\u00fc d\u00f6\u015femeler eklenmi\u015f olmal\u0131d\u0131r.<\/span><\/span>
                        <\/span><\/div>\n<\/li>\n<\/ol>\n
                        Yeni bir D\u00f6\u015feme \u015eeridi tan\u0131mlamak i\u00e7in:<\/span><\/span><\/span>
                        <\/span><\/div>\n
                          \n
                        1. \n
                           <\/span><\/span>\u201cD\u00f6\u015feme \u015eeridi\u201d<\/span><\/span><\/b> d\u00fc\u011fmesine bas\u0131n; bu d\u00fc\u011fme <\/span><\/span>"Modelleme"<\/span><\/span><\/b> sekmesinde yer al\u0131r.
                          <\/span><\/span><\/div>\n<\/li>\n
                        2. \n
                          "D\u00f6\u015feme \u015eeridi \u00d6zellikleri\u201d<\/span><\/span><\/b> penceresine, <\/span><\/span>\u201cD\u00f6\u015feme \u015eeridi\u201d<\/span><\/span><\/b> d\u00fc\u011fmesine bas\u0131larak eri\u015filebilir.
                          <\/span><\/span><\/div>\n<\/li>\n
                        3. \n
                          Tan\u0131mlanacak d\u00f6\u015feme \u015feridinin etiketini ayarlay\u0131n. Otomatik etiketleme a\u00e7\u0131kken, yeni bir \u015ferit tan\u0131mland\u0131\u011f\u0131nda \u015ferit etiketleri art\u0131ml\u0131 olarak atan\u0131r.<\/span><\/span><\/div>\n<\/li>\n
                        4. \n
                          Bir Sonlu Eleman \u015eeridi ekliyorsan\u0131z, D\u00f6\u015feme \u015eeridi Tipinde <\/span><\/span>"Sonlu Eleman \u015eeridi "<\/span><\/span><\/b> se\u00e7ene\u011fini se\u00e7in.<\/span><\/span><\/div>\n<\/li>\n
                        5. \n
                          Tasarlamak istedi\u011finiz d\u00f6\u015feme(ler) boyunca 2 ekleme noktas\u0131 kullanarak yeni d\u00f6\u015feme \u015feridi \u00e7izin. Moment katsay\u0131lar\u0131 kullan\u0131l\u0131yorsa, \u015feridin analizi hemen ger\u00e7ekle\u015ftirilir (yaln\u0131zca Bina Analizi yap\u0131ld\u0131ysa) ve se\u00e7ilen donat\u0131 eklenir.
                          <\/span><\/span><\/div>\n<\/li>\n
                        6. \n
                          Sonlu Eleman \u015eeridi i\u00e7in <\/span><\/span>FE D\u00f6\u015feme Analizi<\/span><\/span><\/b> veya <\/span><\/span>FE A\u011f\u0131 ile Bina Analizi<\/span><\/span><\/b> i\u015flemini \u00e7al\u0131\u015ft\u0131r\u0131n (Model Se\u00e7enekleri > D\u00f6\u015feme Modeli i\u00e7inde). <\/span><\/span>ProtaStructure 2022 s\u00fcr\u00fcm\u00fcnden itibaren,<\/span><\/span><\/span> FE D\u00f6\u015feme Analizi sonucu otomatik olarak d\u00f6\u015feme \u015feridi tasar\u0131m\u0131na aktar\u0131l\u0131r.<\/span><\/span><\/span>
                          <\/span><\/span><\/div>\n<\/li>\n
                        7. \n
                          FE a\u011f\u0131 ile veya a\u011fs\u0131z Bina Analizi ve\/veya (FE analiz kayna\u011f\u0131 i\u00e7in gerekiyorsa) FE D\u00f6\u015feme Analizi ge\u00e7erlili\u011fini korudu\u011fu s\u00fcrece, Bina Analizi\/FE D\u00f6\u015feme Analizi yeniden \u00e7al\u0131\u015ft\u0131r\u0131lmadan d\u00f6\u015feme \u015feridi \u00e7izilebilir.<\/span><\/span>
                          <\/span><\/div>\n<\/li>\n
                        8. \n
                          D\u00f6\u015feme donat\u0131 tasar\u0131m\u0131n\u0131 ger\u00e7ekle\u015ftirmek i\u00e7in "Tasar\u0131m" sekmesi > D\u00f6\u015feme Analizi ve Tasar\u0131m\u0131<\/b> > "D\u00f6\u015feme \u015eeridi Tasar\u0131m\u0131 (Toplu Mod)" yolunu izleyin veya tek tek tasar\u0131m yap\u0131n. Nerv\u00fcrl\u00fc d\u00f6\u015femeler i\u00e7in "Nerv\u00fcrl\u00fc D\u00f6\u015feme Analizi"<\/b> kullan\u0131l\u0131r.
                          Nerv\u00fcrl\u00fc d\u00f6\u015feme tasar\u0131m prosed\u00fcr\u00fc i\u00e7in bkz.<\/span><\/span> Nerv\u00fcrl\u00fc D\u00f6\u015feme Modelleme ve Tasar\u0131m Prosed\u00fcr\u00fc<\/a>.<\/span><\/span><\/div>\n<\/li>\n<\/ol>\n

                          Mevcut Bir D\u00f6\u015feme \u015eeridini D\u00fczenleme<\/span><\/span><\/b>
                          <\/h2>\n
                          \u015eerit boyunca bir kiri\u015f veya d\u00f6\u015feme de\u011fi\u015ftirildi\u011finde, bu elemanlar boyunca uzanan \u015feritlerin de d\u00fczenlenmesi gerekir. Mevcut bir \u015feridi d\u00fczenlemek i\u00e7in:<\/span><\/span><\/span>
                          <\/span><\/div>\n
                            \n
                          1. Mevcut d\u00f6\u015feme \u015feridini se\u00e7in.<\/span><\/span>
                            <\/span><\/li>\n
                          2. Sa\u011f t\u0131klay\u0131p <\/span><\/span>\u201c\u00d6zellikler\u201d<\/span><\/span><\/b> se\u00e7ene\u011fini se\u00e7in. (<\/span><\/span>\u201c\u00d6zellikler\u201d <\/span><\/span><\/b>ekran\u0131na alternatif olarak \u201cD\u00f6\u015feme \u015eeridi\u201d d\u00fc\u011fmesine basarak da eri\u015filebilir).<\/span><\/span>
                            <\/span><\/li>\n
                          3. "D\u00f6\u015feme \u015eeridi \u00d6zellikleri" <\/span><\/span>"Etiket"<\/span><\/span><\/b> veya u\u00e7 ko\u015fullar\u0131 gibi alanlar\u0131 formda de\u011fi\u015ftirin.<\/span><\/span>
                            <\/span><\/li>\n
                          4. Formdaki <\/span><\/span>"G\u00fcncelle"<\/span><\/span><\/b> d\u00fc\u011fmesine bas\u0131n.<\/span><\/span>
                            <\/span><\/li>\n<\/ol>\n
                            Bu i\u015flemi istedi\u011finiz say\u0131da eleman i\u00e7in tekrarlayabilirsiniz. Bu y\u00f6ntemle ayn\u0131 anda yaln\u0131zca bir eleman d\u00fczenlenebilir.<\/span><\/div>\n


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

                            D\u00f6\u015feme \u015eeridi K\u0131sayol Men\u00fcs\u00fc<\/span><\/span><\/b>
                            <\/span><\/h1>\n
                            Bir d\u00f6\u015feme \u015feridi se\u00e7ildikten sonra, fareyle sa\u011f t\u0131kland\u0131\u011f\u0131nda g\u00f6r\u00fcnt\u00fclenen k\u0131sayol men\u00fcs\u00fcnden d\u00f6\u015feme \u015feritleri i\u00e7in en s\u0131k kullan\u0131lan komut se\u00e7eneklerine eri\u015febilirsiniz.<\/span><\/span><\/div>\n
                            Tek bir d\u00f6\u015feme \u015feridi se\u00e7ildi\u011finde k\u0131sayol men\u00fcs\u00fcnde <\/span>\u201cD\u00f6\u015feme \u015eeridi Kontrol Tasar\u0131m\u0131\u201d<\/span><\/b> ve <\/span>\u201cDonat\u0131lar\u0131 Sil\u201d <\/span><\/b>se\u00e7enekleri, yaln\u0131zca o d\u00f6\u015feme \u015feridi eleman\u0131na \u00f6zg\u00fc olarak yer al\u0131r. Birden fazla d\u00f6\u015feme \u015feridi se\u00e7ildi\u011finde bu se\u00e7enekler k\u0131sayol men\u00fcs\u00fcnden \u00e7\u0131kar\u0131l\u0131r.<\/span><\/span><\/span><\/div>\n


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

                              \n
                            1. D\u00f6\u015feme \u015eeridi Tasar\u0131m\u0131 : <\/b>\u201cD\u00f6\u015feme Analizi ve Tasar\u0131m\u0131\u201d<\/span><\/span> ekran\u0131na eri\u015fmek i\u00e7indir<\/span><\/span><\/span>.<\/span><\/span><\/span><\/li>\n
                            2. Donat\u0131lar\u0131 G\u00fcncelle : <\/b>D\u00f6\u015feme donat\u0131 tasar\u0131m\u0131n\u0131 yeniden hesaplamak i\u00e7indir.<\/span><\/span><\/span><\/li>\n
                            3. Donat\u0131lar\u0131 Sil :<\/span><\/b> Se\u00e7ilen d\u00f6\u015feme \u015feridine atanm\u0131\u015f <\/span><\/span>mevcut donat\u0131lar\u0131 silmek i\u00e7indir.<\/span><\/span><\/li>\n
                            4. \u015eerit Profili :<\/b> D\u00f6\u015feme \u015feridinin her y\u00fck durumu\/kombinasyonuna g\u00f6re kuvvet diyagramlar\u0131n\u0131 g\u00f6stermek i\u00e7indir.<\/span><\/span><\/li>\n<\/ol>\n
                              <\/div>\n<\/div>\n
                              <\/div>\n<\/div>\n<\/div>\n
                              <\/div>\n<\/div>\n
                              <\/div>\n","protected":false},"excerpt":{"rendered":"

                              ProtaStructure’da d\u00f6\u015feme \u015feritlerinin analiz, tasar\u0131m ve donat\u0131 kesme i\u015flemlerinde kullan\u0131m\u0131; \u015ferit \u00f6zellikleri, etiketleme ve \u015ferit tipleri 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-1904","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-structural-modelling"],"yoast_head":"\nD\u00f6\u015feme \u015eeritleri Kullan\u0131m\u0131 - ProtaStructure 2022 Rehberi<\/title>\n<meta name=\"description\" content=\"D\u00f6\u015feme \u015feritleri ile d\u00f6\u015femelerin analizi, tasar\u0131m\u0131 ve donat\u0131 kesimi ProtaStructure 2022'de nas\u0131l yap\u0131l\u0131r? \u015eerit tipleri ve \u00f6zelliklerini \u00f6\u011frenin.\" \/>\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\/protastructure-2022-doseme-seritleri-ile-calisma\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"ProtaStructure 2022'de D\u00f6\u015feme \u015eeritleri ile \u00c7al\u0131\u015fma\" \/>\n<meta property=\"og:description\" content=\"D\u00f6\u015feme \u015feritleri ile d\u00f6\u015femelerin analizi, tasar\u0131m\u0131 ve donat\u0131 kesimi ProtaStructure 2022'de nas\u0131l yap\u0131l\u0131r? 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