{"id":1839,"date":"2026-08-03T21:34:44","date_gmt":"2026-08-03T21:34:44","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kolon-tasarim-ayarlari-ps2022\/"},"modified":"2026-08-03T21:34:44","modified_gmt":"2026-08-03T21:34:44","slug":"kolon-tasarim-ayarlari-ps2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kolon-tasarim-ayarlari-ps2022\/","title":{"rendered":"Kolon Tasar\u0131m Ayarlar\u0131 PS2022"},"content":{"rendered":"
\n

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


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


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

\n <\/span>Kolon ve perde duvar tasar\u0131m ayarlar\u0131n\u0131n, herhangi bir kolon\/perde tasar\u0131m\u0131na ba\u015flamadan \u00f6nce yap\u0131lmas\u0131 \u00f6nemlidir. Bu tasar\u0131m parametrelerinin \u00f6nceden ayarlanmas\u0131, kolon\/perde tasar\u0131m\u0131ndan sonra ayar yapan kullan\u0131c\u0131ya k\u0131yasla \u00f6nemli \u00f6l\u00e7\u00fcde zaman kazand\u0131r\u0131r. Bu yakla\u015f\u0131m, kolon\/perdelerin proje kriterlerine g\u00f6re do\u011fru \u015fekilde tasarlanmas\u0131n\u0131 sa\u011flar.<\/span><\/span>
\n <\/span><\/div>\n


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


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


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


\n <\/span>Kolon ve Perde Duvar Tasar\u0131m Ayar\u0131na eri\u015fmek i\u00e7in:<\/span><\/span>
\n <\/span><\/div>\n


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


    \n <\/span><\/p>\n
  1. "Bina Yerle\u015fimi" <\/span><\/span>sekmesi<\/span><\/span><\/b> > <\/span><\/span>"Ayarlar Merkezi" <\/span><\/span><\/b>> <\/span><\/span>"Kolon ve Perde Duvar"<\/span><\/span><\/b>yoluna gidin veya<\/span><\/span><\/li>\n


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

  2. \u201c<\/span><\/span>Kolon Kesit Tasar\u0131m\u0131 \u00d6zet Tablosu<\/span><\/span><\/b>\u201d i\u00e7indeki \u201c<\/span><\/span>Ayar ve Parametreler<\/span><\/span><\/b>\u201d se\u00e7ene\u011fine t\u0131klay\u0131n.
    <\/span><\/span><\/span><\/li>\n<\/ol><\/div>\n<\/div>\n

    Tasar\u0131m<\/span><\/h1>\n


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

    Bu sayfada g\u00f6r\u00fcnt\u00fclenen alanlar, se\u00e7ilen tasar\u0131m y\u00f6netmeli\u011fine g\u00f6re de\u011fi\u015fir.<\/div>\n

    Min. ve Maks. Donat\u0131 Y\u00fczdeleri<\/span><\/span><\/b>
    <\/span><\/span><\/h2>\n


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

    \n
    Bu alt sayfadaki parametreler donat\u0131 se\u00e7imini kontrol eder. <\/span><\/span><\/span>
    <\/span><\/span><\/div>\n
    <\/div>\n
      \n
    1. Kolon :<\/u><\/b><\/li>\n
        \n
      1. Kolon Min. Donat\u0131 Oran\u0131 : <\/b>Kolonda kullan\u0131lacak minimum donat\u0131 y\u00fczdesi. Kolon kesitinde gereken donat\u0131 alan\u0131, gerekli minimum donat\u0131 alan\u0131ndan az ise bu alanda belirtilen minimum donat\u0131 y\u00fczdesi otomatik olarak kullan\u0131l\u0131r.<\/li>\n
      2. Kolon Limit Donat\u0131 Oran\u0131 :<\/b> Kolonda kullan\u0131lacak maksimum donat\u0131 y\u00fczdesi. Kolonda gereken donat\u0131 alan\u0131 bu de\u011feri a\u015farsa kesit yetersiz kabul edilir ve bir uyar\u0131 mesaj\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/li>\n<\/ol>\n
      3. Perde :<\/u><\/b><\/li>\n
          \n
        1. Perde Min. Boyuna Donat\u0131 Oran\u0131 : <\/b> Perdede kullan\u0131lacak minimum donat\u0131 y\u00fczdesi. Perde kesitinde gereken donat\u0131 alan\u0131, gerekli minimum donat\u0131 alan\u0131ndan az ise bu alanda belirtilen minimum donat\u0131 y\u00fczdesi otomatik olarak kullan\u0131l\u0131r.<\/li>\n
        2. Perde Limit Boyuna Donat\u0131 Oran\u0131 : <\/b>Perdede kullan\u0131lacak maksimum donat\u0131 y\u00fczdesi. Perdede gereken donat\u0131 alan\u0131 bu de\u011feri a\u015farsa kesit yetersiz kabul edilir ve bir uyar\u0131 mesaj\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/li>\n
        3. Min. Perde Yatay Donat\u0131 Oran\u0131 : <\/b>  Perdede yatay donat\u0131 alan\u0131 i\u00e7in kullan\u0131lacak minimum donat\u0131 y\u00fczdesi.  Perde kesitinde yatay y\u00f6ndeki gereken donat\u0131 alan\u0131, gerekli minimum donat\u0131 alan\u0131ndan az ise bu alanda belirtilen minimum donat\u0131 y\u00fczdesi otomatik olarak kullan\u0131l\u0131r.<\/li>\n
        4. Donat\u0131s\u0131z Perde Tasar\u0131m\u0131n\u0131 Kullan : <\/b> Uygulanabilir oldu\u011fu yerlerde donat\u0131s\u0131z beton perde tasar\u0131m\u0131n\u0131 uygular ve bu, minimum donat\u0131 alan\u0131n\u0131n azalmas\u0131yla sonu\u00e7lan\u0131r.<\/li>\n<\/ol>\n
        5. Moment Kapasitesi Tolerans\u0131 :<\/b> Kolon kesitlerinde gereken donat\u0131 i\u00e7in tolerans tan\u0131mlar. Pozitif % tolerans uygulamak, beton kesit i\u00e7in daha y\u00fcksek bir moment kapasitesinin kabul edilmesi ve b\u00f6ylece gereken donat\u0131 alan\u0131n\u0131n azalt\u0131lmas\u0131 anlam\u0131na gelir. Negatif de\u011ferler ise moment kapasitesini azaltarak gereken donat\u0131 alan\u0131n\u0131 art\u0131r\u0131r.<\/li>\n<\/ol>\n<\/div>\n


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

          <\/span>Parametreler<\/h2>\n
          Tasar\u0131m y\u00f6netmeli\u011finde alternatif sunulan durumlarda uygulanacak tasar\u0131m maddesini belirtir. <\/span><\/span><\/span>
          \n
          <\/span><\/span>\n<\/div>\n
          \n <\/span>
          \n \n<\/div>\n
            \n
          1. \n
            \n Maks. Etkin Boy Katsay\u0131lar\u0131 (BS8110 ve CP65)<\/span><\/span><\/u> : <\/span><\/span><\/b>
            \n <\/span>Maksimum etkin boy katsay\u0131lar\u0131n\u0131 ayarlamak i\u00e7in kullan\u0131l\u0131r. ProtaStructure, etkin boyu BS 8110\u20102:1985 madde 2.5’te verilen form\u00fcllerle hesaplar; bu nedenle s\u0131n\u0131r de\u011fer 4 olur. Bu ayar, Eurocode \u015fablonu kullanan projeleri etkilemez.<\/span><\/span><\/div>\n<\/li>\n


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


          2. \n <\/span><\/p>\n

            \n <\/span>Tasar\u0131m Nihai Eksenel Y\u00fck\u00fc (BS8110 ve CP65)<\/span><\/span><\/u> : <\/span><\/span><\/b>
            \n <\/span>Yap\u0131daki kolon ve perdelerin ta\u015f\u0131yabilece\u011fi maksimum eksenel y\u00fck. Varsay\u0131lan se\u00e7enek, hafif konservatif olan denklem 39’u (BS8110 b\u00f6l\u00fcm 1) kullan\u0131r.<\/span><\/span><\/span>
            \n <\/span><\/div>\n<\/li>\n


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


          3. \n <\/span><\/p>\n

            \n <\/span>\u0130ki Eksenli E\u011filme Y\u00f6ntemi (BS8110 & CP65)<\/span><\/span><\/u> :<\/span><\/span><\/b>
            \n <\/span> Kolonlar\u0131n iki eksenli e\u011filmesinde kullan\u0131lacak y\u00f6ntemi se\u00e7mek i\u00e7indir. <\/span><\/span>
            \n <\/span>"Bi-axial" ifadesi \u015fu anlama gelir: <\/span><\/span><\/span>
            \n <\/span>Nihai Dayan\u0131m \u0130ki Eksenli E\u011filme y\u00f6ntemi<\/span><\/span><\/b>; <\/span><\/span><\/span>
            \n <\/span>"BS8110 (Cl 3.8.4.5)" veya "CP65 (Cl 3.8.4.5)"  ifadesi \u015fu anlama gelir: <\/span><\/span><\/span>
            \n <\/span>moment kombinasyon y\u00f6ntemi<\/span><\/span><\/b>. Bu se\u00e7enek i\u015faretlendi\u011finde, x ve y y\u00f6n\u00fc tasar\u0131m momentlerine g\u00f6re bir etkin moment hesaplan\u0131r ve bu y\u00f6nde tek eksenli e\u011filme uygulan\u0131r.<\/span><\/span><\/span><\/div>\n<\/li>\n
          4. Birle\u015fim Kesme Kontrol\u00fc (Yaln\u0131zca Depremle \u0130lgili)<\/span><\/span><\/u> : <\/span><\/span><\/b> <\/span>Bu kontrol, yaln\u0131zca y\u00fcksek deprem b\u00f6lgesi ve y\u00fcksek s\u00fcneklik gerektiren belirli bir b\u00f6lge y\u00f6netmeli\u011fi s\u00f6z konusu oldu\u011funda yap\u0131l\u0131r (\u00f6rne\u011fin, Filipinler Y\u00f6netmeli\u011fi)<\/span><\/span><\/span><\/li>\n
          5. \n
            Dayan\u0131m Azaltma Katsay\u0131lar\u0131 (ACI & IS) <\/u><\/b>: Yerel gereksinimlere ve uygulamalara g\u00f6re dayan\u0131m azaltma katsay\u0131lar\u0131n\u0131 tan\u0131mlamak i\u00e7indir. \u00dczerine t\u0131kland\u0131\u011f\u0131nda a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi \u00e7e\u015fitli azaltma katsay\u0131lar\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/span><\/font><\/div>\n<\/li>\n
          6. \n
            <\/div>\n<\/li>\n<\/ol>\n

            Donat\u0131<\/span><\/h1>\n


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

            Donat\u0131 \u00c7ubu\u011fu Se\u00e7im Y\u00f6ntemi<\/span><\/span><\/b><\/span>
            <\/span><\/h2>\n


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


            \n <\/span>Bu alt sayfada, tasar\u0131m modunda benimsenen donat\u0131 \u00e7ubu\u011fu yerle\u015fim y\u00f6ntemini belirleyebilirsiniz.<\/span><\/span><\/span><\/div>\n
            <\/span><\/span><\/span>
            \n
            <\/span><\/span>\n<\/div>\n
            \n <\/span>
            \n \n<\/div>\n
              \n
            1. Se\u00e7im Y\u00f6ntemi<\/span><\/u> : <\/span><\/span><\/b><\/span><\/li>\n


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


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

              1. \n <\/span><\/p>\n

                \n <\/span>Sabit \u00c7ubuk Yerle\u015fim Y\u00f6ntemi :<\/span><\/span><\/b>
                \n <\/span>  <\/span><\/span>Donat\u0131 yerle\u015fimini \u00f6nceden tasarland\u0131\u011f\u0131 gibi de\u011fi\u015ftirmeden korumak i\u00e7indir. Tasar\u0131m i\u015flemi s\u0131ras\u0131nda yaln\u0131zca \u00e7ubuk boyutlar\u0131 verilen yerle\u015fime g\u00f6re belirlenir. \u0130lk \u00e7ubuk yerle\u015fimi, ge\u00e7erli beton y\u00f6netmeliklerinin izin verdi\u011fi maksimum \u00e7ubuk aral\u0131\u011f\u0131na g\u00f6re belirlenir.<\/span><\/font><\/span><\/span><\/span><\/div>\n<\/li>\n
              2. \n

                \n <\/span>\u00c7ubuk Yerle\u015fimi Optimizasyonu Y\u00f6ntemi : <\/span><\/span><\/b> <\/span>Program, \u00e7ubuklar aras\u0131nda (ayarda belirtilen aral\u0131k dahilinde) maksimum aral\u0131\u011f\u0131 sa\u011flamak i\u00e7in donat\u0131 \u00e7ubu\u011fu boyutlar\u0131n\u0131 en \u00fcst d\u00fczeye \u00e7\u0131karacak \u015fekilde yerle\u015fimi de\u011fi\u015ftirir.<\/span><\/span><\/span><\/span><\/div>\n<\/li>\n
                <\/div>\n<\/ol>\n<\/ol>\n

                Kolon Sarg\u0131lama<\/span><\/span>
                <\/span><\/h2>\n


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


                \n <\/span>Bu alt sayfada, tasar\u0131m modunda kolon sarg\u0131lama gereksinimlerini kar\u015f\u0131lamak i\u00e7in etriye d\u00fczeni tercihini belirtebilirsiniz.<\/span><\/span><\/span>
                \n <\/span>
                <\/span><\/span>
                \n<\/span><\/div>\n


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


                \n <\/span>Program, de\u011ferlendirilen d\u00fczenler aras\u0131ndan her y\u00f6ndeki \u00e7ubuk say\u0131s\u0131na ve \u00e7ubuk aral\u0131\u011f\u0131na en iyi uyan d\u00fczeni se\u00e7er. Gerekli olan yerlere etriye \u00e7ubuklar\u0131 da ekler.<\/span><\/span><\/span>
                \n
                <\/span><\/span>\n<\/div>\n

                <\/p>\n

                  \n
                1. Kolon Etriye D\u00fczenleri<\/span><\/u> :<\/span><\/b> Kolon tasar\u0131m\u0131nda kullan\u0131lacak etriye d\u00fczeni(ler)ini se\u00e7mek i\u00e7indir (b\/h <1.8 ve b\/h >1.8).
                  <\/span><\/span><\/li>\n


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


                    \n <\/span><\/p>\n
                  1. Tekli Etriye  (bu d\u00fczen her zaman dikkate al\u0131n\u0131r).
                    <\/span><\/span><\/li>\n


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

                  2. \u00c7ift Etriye
                    <\/span><\/span><\/li>\n


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

                  3. \u00dc\u00e7l\u00fc Etriye
                    <\/span><\/span><\/li>\n


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

                  4. \u00c7apraz Etriye<\/span><\/span>
                    <\/span><\/li>\n


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


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


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