{"id":1728,"date":"2026-08-03T21:33:31","date_gmt":"2026-08-03T21:33:31","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/etkilesimli-kiris-donati-tasarimi-ps-2020\/"},"modified":"2026-08-03T21:33:31","modified_gmt":"2026-08-03T21:33:31","slug":"etkilesimli-kiris-donati-tasarimi-ps-2020","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/etkilesimli-kiris-donati-tasarimi-ps-2020\/","title":{"rendered":"Etkile\u015fimli Kiri\u015f Donat\u0131 Tasar\u0131m\u0131 – PS 2020"},"content":{"rendered":"

Genel<\/span><\/h1>\n


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


\n <\/span>Kiri\u015f Kesit Tasar\u0131m\u0131<\/span><\/b> kullan\u0131c\u0131n\u0131n kiri\u015f donat\u0131 verilerine, kiri\u015f raporuna ve benzerlerine eri\u015fmesini sa\u011flar.
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\n <\/span>Kullan\u0131c\u0131 <\/span>Kiri\u015f Kesit Tasar\u0131m\u0131<\/span><\/b>‘na \u015fu \u015fekillerde eri\u015febilir:<\/span><\/span>
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    \n <\/span><\/p>\n
  1. Bir kiri\u015f se\u00e7in ve "Kesit Tasar\u0131m\u0131"  simgesine t\u0131klamak i\u00e7in <\/span>Kiri\u015f<\/span><\/b> sekmesini kullan\u0131n, ya da
    <\/span><\/span><\/li>\n


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

  2. Bir kiri\u015f se\u00e7ip sa\u011f t\u0131klayarak k\u0131sayol men\u00fcs\u00fcne eri\u015fin ve "Kesit Tasar\u0131m\u0131 <\/span>
    <\/span><\/li>\n


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


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


    \n  
    \n <\/span>Kiri\u015f Kesit Tasar\u0131m\u0131 <\/span><\/b>
    \n <\/span>iki sekmeden olu\u015fur: <\/span><\/span>
    \n
    \n<\/span><\/div>\n


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


      \n <\/span><\/p>\n
    1. "Kiri\u015fler\u201d<\/span><\/b> sekmesi<\/span><\/span>
      <\/span><\/li>\n


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

    2. "Donat\u0131lar\u201d <\/span><\/b>sekmesi<\/span><\/span>
      <\/span><\/li>\n


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


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

      Kiri\u015fler Sekmesi
      <\/span><\/h1>\n


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


      \n  
      \n <\/span>\u201cKiri\u015fler\u201d<\/span><\/b> sekmesinde geometrik veriler ve s\u00fcrekli kiri\u015flerin 3B g\u00f6r\u00fcn\u00fcmleri burada g\u00f6sterilir. Bu tablo d\u00fczenleyicisinde kiri\u015fin net a\u00e7\u0131kl\u0131k uzunlu\u011fu ve eksenden eksene uzunlu\u011fu yer al\u0131r.<\/span><\/div>\n
      <\/span>
      \n \n<\/div>\n
      \n<\/div>\n
      \n Burada 3 b\u00f6l\u00fcm bulunur:
      \n<\/span><\/div>\n


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


        \n <\/span><\/p>\n
      1. Ara\u00e7 \u00c7ubuklar\u0131<\/span><\/u> :<\/span><\/b>
        <\/span><\/li>\n


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


          \n <\/span><\/p>\n
        1. Kiri\u015f Tasar\u0131m Parametreleri :<\/span><\/b>  Se\u00e7ilen kiri\u015fteki analiz sonu\u00e7lar\u0131ndan elde edilen kuvvetleri (moment, kesme, burulma) g\u00f6r\u00fcnt\u00fclemek\/d\u00fczenlemek i\u00e7in kullan\u0131l\u0131r. Ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klama bu b\u00f6l\u00fcm\u00fcn alt\u0131nda yer al\u0131r.
          (Alternatif olarak, Etkile\u015fimli Tasar\u0131m diyalog penceresine eri\u015fmek i\u00e7in <\/span>Aks ve Kiri\u015f Veri D\u00fczenleyicisi<\/span><\/b>‘nde kiri\u015fe \u00e7ift sol t\u0131klayabilirsiniz.)
          <\/span><\/li>\n


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

        2. Yan G\u00f6r\u00fcn\u00fc\u015f ve 3B G\u00f6r\u00fcn\u00fc\u015f :<\/span><\/b> Kiri\u015f(ler)in g\u00f6r\u00fcnt\u00fcleme a\u00e7\u0131s\u0131n\u0131 yan g\u00f6r\u00fcn\u00fc\u015fe veya varsay\u0131lan 3B g\u00f6r\u00fcn\u00fc\u015f a\u00e7\u0131s\u0131na s\u0131f\u0131rlamak i\u00e7in kullan\u0131l\u0131r.
          <\/span><\/li>\n


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

        3. Tamam ve \u0130ptal : <\/span><\/b>De\u011fi\u015fiklikleri uygulamak i\u00e7in Tamam, yap\u0131lan de\u011fi\u015fiklikleri kaydetmeden \u00e7\u0131kmak i\u00e7in \u0130ptal kullan\u0131l\u0131r.<\/span><\/li>\n


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


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

        4. Aks ve Kiri\u015f Veri D\u00fczenleyicisi<\/span><\/u> : <\/span><\/b>Kiri\u015f(ler)in geometrik verileri burada g\u00f6sterilir; bu veriler kiri\u015f mesnet bilgilerini, kiri\u015f beton ve \u00e7elik s\u0131n\u0131f\u0131n\u0131, a\u00e7\u0131kl\u0131k uzunlu\u011funu ve kiri\u015f kesit boyutunu i\u00e7erir. Kullan\u0131c\u0131 kiri\u015f kesitini burada da d\u00fczenleyebilir.<\/span><\/li>\n


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

        5. 3B G\u00f6r\u00fcn\u00fc\u015f<\/span><\/u> :<\/span><\/b> Se\u00e7ilen kiri\u015fi g\u00f6r\u00fcnt\u00fclemek i\u00e7in kullan\u0131l\u0131r. Kiri\u015f s\u00fcrekli bir kiri\u015fse, bu g\u00f6r\u00fcn\u00fc\u015fte t\u00fcm s\u00fcrekli kiri\u015f kolonlarla birlikte g\u00f6sterilir.<\/span><\/li>\n<\/ol>\n
          \n
          \n \"Uyar\u0131\"
          \n <\/span><\/p>\n

          \n <\/span>Kiri\u015f boyutunun burada de\u011fi\u015ftirilmesi yaln\u0131zca kaba\/h\u0131zl\u0131 bir kontrol ama\u00e7l\u0131d\u0131r :  <\/span>
          <\/span><\/div>\n
            \n
          1. Mevcut tasar\u0131m yetersiz kesit nedeniyle ba\u015far\u0131s\u0131z olursa faydal\u0131d\u0131r; boyutu de\u011fi\u015ftirip yeniden tasarlamak, hangi kiri\u015f boyutunun yeterli oldu\u011funu bulmak i\u00e7in \u00f6n bir y\u00f6ntemdir.  <\/span>
            <\/span><\/li>\n
          2. Boyutun de\u011fi\u015ftirilmesi modelin a\u011f\u0131rl\u0131\u011f\u0131n\u0131 ve rijitli\u011fini de\u011fi\u015ftirece\u011finden, mevcut analiz sonucunu ge\u00e7ersiz k\u0131lar. <\/span>
            <\/span><\/li>\n
          3. Bu nedenle, g\u00fcncellenmi\u015f analiz kuvvetlerini elde etmek i\u00e7in Bina Analizi yeniden \u00e7al\u0131\u015ft\u0131r\u0131lmal\u0131d\u0131r. Kiri\u015f tasar\u0131m\u0131, g\u00fcncellenmi\u015f tasar\u0131m kuvvetleriyle yeterli oldu\u011fundan emin olmak i\u00e7in tekrar kontrol edilmelidir. <\/span><\/li>\n
          4. Alternatif olarak, kiri\u015f boyutunu <\/span>Kiri\u015f \u00d6zellikleri<\/u><\/a> diyalog penceresi \u00fczerinden de ayarlayabilirsiniz. <\/span><\/li>\n<\/ol>\n

            <\/span>
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            Kiri\u015f Tasar\u0131m Parametreleri
            <\/span><\/h2>\n


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            \n <\/span>Alt\u0131 b\u00f6lgenin her biri i\u00e7in kuvvetler burada g\u00f6r\u00fcnt\u00fclenebilir.<\/span><\/span>\n <\/div>\n
            \n
            \n
            \n \n <\/div>\n
            \n
            \n \"Notlar\"
            \n <\/span><\/p>\n

            \n T\u00fcm tasar\u0131m kuvvetleri, t\u00fcm y\u00fck kombinasyonu kuvvet diyagramlar\u0131n\u0131n \u00fcst \u00fcste bindirilmesinden elde edilen maksimum de\u011ferler olan y\u00fck kombinasyonu zarf kuvvet diyagramlar\u0131ndan hesaplan\u0131r.
            \n <\/span><\/div>\n

            <\/span>
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            \n K, K\u2019, x, As ve As\u2019 de\u011ferleri her b\u00f6lge i\u00e7in hesaplan\u0131r ve ayn\u0131 tabloda g\u00f6sterilir.
            \n <\/span><\/div>\n


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


            \n
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            \n K\/K\u2019 oran\u0131n\u0131n 1,0’dan k\u00fc\u00e7\u00fck oldu\u011fu durumlarda bas\u0131n\u00e7 donat\u0131s\u0131na gerek yoktur.
            \n
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            \n
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            \n Donat\u0131 merkezine olan efektif derinlik 
            \n <\/span>" h\u2019 "<\/span><\/b> her konum i\u00e7in ayr\u0131 ayr\u0131 hesaplan\u0131r. Donat\u0131 tek s\u0131rada s\u0131\u011fmazsa bu de\u011fer otomatik olarak azalt\u0131l\u0131r. <\/span><\/div>\n
            Efektif derinli\u011fi hesaplamak i\u00e7in Kiri\u015f Tasar\u0131m Ayarlar\u0131<\/u><\/a> > Tasar\u0131m<\/b> sekmesinde kontrol edilen 2 y\u00f6ntem bulunur, <\/span>a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi:<\/span><\/div>\n
            \n

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

            \n
            \n \n <\/div>\n
            \n \u00c7ekme donat\u0131s\u0131 alan\u0131 (As) ve bas\u0131n\u00e7 donat\u0131s\u0131 alan\u0131 (As\u2019), t\u00fcm moment de\u011ferleri i\u00e7in hesaplan\u0131r; etriyeler ise ilgili alanlarda verilen kesme ve burulma de\u011ferlerine g\u00f6re hesaplan\u0131r.<\/span><\/span>
            \n
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            \n <\/span><\/p>\n


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


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


            \n <\/span>Sa\u011f alt k\u00f6\u015fedeki <\/span>"Manuel D\u00fczenle" <\/span><\/b>se\u00e7ene\u011fi i\u015faretlendi\u011finde bu de\u011ferler d\u00fczenlenebilir hale gelir : <\/span><\/span><\/div>\n
              \n
            1. Bir ba\u015fka deyi\u015fle, bu alanlar herhangi bir tasar\u0131m momenti i\u00e7in donat\u0131 hesaplamada kullan\u0131labilir. <\/span><\/span><\/li>\n
            2. Moment alanlar\u0131n\u0131n d\u00fczenlenmesi, gerekli donat\u0131 alanlar\u0131n\u0131 dinamik olarak yeniden hesaplay\u0131p g\u00fcnceller; bu durumda kiri\u015f donat\u0131 tasar\u0131m\u0131n\u0131n yenilenmesi gerekir.<\/span><\/span><\/li>\n
            3. Yeniden tasar\u0131m, "Donat\u0131 Se\u00e7<\/b>" se\u00e7ene\u011fine t\u0131klanarak Kiri\u015f Kesit Tasar\u0131m\u0131 – Donat\u0131 Sekmesi<\/u><\/a> i\u00e7inde yap\u0131labilir. <\/span><\/span><\/li>\n
            4. Bu se\u00e7enek i\u015faretlenirse kiri\u015fin "Analiz Sonucu Diyagram\u0131" ge\u00e7ersiz hale gelir; tasar\u0131m art\u0131k bina analizi sonucuna dayanmad\u0131\u011f\u0131ndan bu diyagram g\u00f6sterilemez.<\/span><\/li>\n<\/ol>\n
              \n \"Notlar\"
              \n <\/span><\/p>\n

              \n Konsol kiri\u015flerin kesme tasar\u0131m\u0131nda yaln\u0131zca mesnetli u\u00e7taki kesme kuvveti de\u011feri dikkate al\u0131n\u0131r. Bu kesme kuvveti de\u011ferine (Vd) g\u00f6re belirlenen etriyeler, konsol kiri\u015fin t\u00fcm a\u00e7\u0131kl\u0131\u011f\u0131 boyunca kullan\u0131l\u0131r.
              \n <\/span><\/div>\n

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


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


              \n <\/span> <\/span>\u201cTamam\u201d<\/span><\/b> d\u00fc\u011fmesine bas\u0131ld\u0131\u011f\u0131nda diyalog penceresi kapan\u0131r ve yap\u0131lan de\u011fi\u015fiklikler kaydedilir. <\/span>\u201c\u0130ptal\u201d<\/span><\/b> d\u00fc\u011fmesi de Donat\u0131 Tasar\u0131m\u0131 Diyalog Penceresi’ni kapat\u0131r; bu durumda de\u011fi\u015fiklikler kaydedilmeden iptal edilir.<\/span><\/span>
              \n <\/span>
              <\/span>
              \n <\/span><\/div>\n


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


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


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


              \n <\/span>Mevcutsa, pilye donat\u0131lar\u0131n kiri\u015flerin kesme dayan\u0131m\u0131na katk\u0131s\u0131 dikkate al\u0131nmaz.<\/span><\/span>
              \n <\/span><\/div>\n


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


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

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

              Kiri\u015f Kesit Tasar\u0131m\u0131 diyalogunda donat\u0131 hesaplama, kuvvet g\u00f6r\u00fcnt\u00fcleme ve manuel donat\u0131 d\u00fczenleme 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":[34,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1728","wiki","type-wiki","status-publish","hentry","category-beam-section-design","category-technical-manuals"],"yoast_head":"\nKiri\u015f Kesit Tasar\u0131m\u0131: Etkile\u015fimli Donat\u0131 Hesab\u0131 | PS 2020<\/title>\n<meta name=\"description\" content=\"Kiri\u015f Kesit Tasar\u0131m\u0131 diyalogunda donat\u0131, moment, kesme ve burulma kuvvetlerini hesaplay\u0131n; de\u011ferleri g\u00f6r\u00fcnt\u00fcleyip manuel d\u00fczenleyin. 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