{"id":1831,"date":"2026-08-03T21:34:38","date_gmt":"2026-08-03T21:34:38","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/celik-tasarim-ayarlari-protastructure-2022\/"},"modified":"2026-08-03T21:34:38","modified_gmt":"2026-08-03T21:34:38","slug":"celik-tasarim-ayarlari-protastructure-2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/celik-tasarim-ayarlari-protastructure-2022\/","title":{"rendered":"\u00c7elik Tasar\u0131m Ayarlar\u0131 \u2013 ProtaStructure 2022"},"content":{"rendered":"
\u00c7elik ve kompozit eleman tasar\u0131m ayarlar\u0131, herhangi bir \u00e7elik veya kompozit \u00e7elik eleman tasar\u0131m\u0131na ba\u015flamadan \u00f6nce yap\u0131land\u0131r\u0131lmal\u0131d\u0131r. Bu parametrelerin \u00f6nceden ayarlanmas\u0131, elemanlar\u0131 tasarlad\u0131ktan sonra ayar yapan kullan\u0131c\u0131ya k\u0131yasla \u00f6nemli zaman tasarrufu sa\u011flar. Bu, \u00e7elik ve kompozit elemanlar\u0131n proje kriterlerine g\u00f6re do\u011fru tasarlanmas\u0131n\u0131 sa\u011flar.<\/span><\/span><\/span><\/div>\n

<\/span><\/span><\/span><\/div>\n
\u00c7elik Tasar\u0131m Ayar\u0131na eri\u015fmek i\u00e7in:<\/span><\/span><\/span><\/div>\n
    \n
  1. \u015euraya gidin: <\/span><\/span>"Bina Yerle\u015fimi"<\/span><\/span><\/b> sekmesi > <\/span><\/span>"Ayarlar Merkezi" <\/span><\/span><\/b>> <\/span><\/span>"\u00c7elik Ayarlar\u0131"<\/span><\/span><\/b><\/li>\n<\/ol>\n
    \n
    Kompozit Eleman Ayar\u0131na eri\u015fmek i\u00e7in:<\/span><\/span><\/span><\/div>\n
      \n
    1. \u015euraya gidin: <\/span><\/span>"Bina Yerle\u015fimi"<\/span><\/span><\/b> sekmesi > <\/span><\/span>"Ayarlar Merkezi" <\/span><\/span><\/b>> <\/span><\/span>"Kompozit Eleman"<\/span><\/span><\/b><\/li>\n<\/ol>\n<\/div>\n

      \u00c7elik<\/span><\/span>
      <\/h1>\n

      Eleman Ayarlar\u0131 – Sehim Kontrol\u00fc<\/span><\/span><\/span><\/h2>\n
      Bu alt sayfadaki parametreler, kiri\u015fler ve a\u015f\u0131klar\/duvar a\u015f\u0131klar\u0131 i\u00e7in sehim s\u0131n\u0131r\u0131n\u0131 belirler. 0 girildi\u011finde kontrol gizlenir. 
      <\/span><\/span><\/span><\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      \n

      Eleman Ayarlar\u0131 – Eleman Tasar\u0131m\u0131<\/span><\/span>
      <\/span><\/h2>\n
      Bu alt sayfadaki parametreler eleman tasar\u0131m\u0131 i\u00e7in se\u00e7enekler sunar. <\/span><\/span><\/span><\/span><\/div>\n
      <\/div>\n
        \n
      1. A\u015f\u0131klar\u0131n Kiri\u015f Yanal Burulmal\u0131 Burkulma Boyunu Azaltmas\u0131na \u0130zin Ver<\/span><\/b> : Bu se\u00e7enek i\u015faretlendi\u011finde a\u015f\u0131k aral\u0131\u011f\u0131 otomatik olarak alg\u0131lan\u0131r; bu da destekleyen eleman\u0131n (\u00f6rne\u011fin \u00e7elik kiri\u015f veya kafes kiri\u015f) tasar\u0131m\u0131nda burkulma boyunu, Ly ve Ltb de\u011ferlerini azalt\u0131r. <\/span><\/li>\n
      2. A\u015f\u0131klar\u0131 ve Duvar A\u015f\u0131klar\u0131n\u0131 Yaln\u0131zca Deprem D\u0131\u015f\u0131 Kombinasyonlara G\u00f6re Tasarla<\/span><\/b> :  Bu se\u00e7enek i\u015faretlendi\u011finde a\u015f\u0131k ve duvar a\u015f\u0131\u011f\u0131 tasar\u0131m\u0131nda deprem y\u00fck\u00fc kombinasyonlar\u0131 hari\u00e7 tutulur. <\/span>
        <\/span><\/li>\n
      3. Maksimum Eleman Boyu<\/span><\/b> : \u00c7elik eleman\u0131n maksimum boyu. <\/span><\/li>\n<\/ol>\n<\/div>\n

        Kompozit Eleman<\/span>
        <\/span><\/h1>\n
        Genel sekmesi; varsay\u0131lan saplama, varsay\u0131lan sac levha, saplama d\u00fczeni gibi t\u00fcm kompozit eleman ayarlar\u0131n\u0131 i\u00e7erir.  Kompozit kiri\u015fleri ve d\u00f6\u015femeleri modellemeden \u00f6nce bu ayarlar\u0131n incelendi\u011finden ve do\u011fru yap\u0131land\u0131r\u0131ld\u0131\u011f\u0131ndan emin olun. <\/span><\/div>\n
        <\/div>\n
          \n
        1. Analiz Kompozit Derecesi <\/span><\/b>: "Kompozit Etki Oran\u0131" olarak da bilinir, varsay\u0131lan de\u011feri %50’dir. <\/span>
          <\/span><\/li>\n
            \n
          1. Bireysel elemanlara tasar\u0131m penceresinde bir Hedef Kompozit Derece atanmam\u0131\u015fsa, kesit hesab\u0131 ve kayma saplamas\u0131 tasar\u0131m\u0131nda varsay\u0131lan de\u011fer kullan\u0131l\u0131r. <\/span>
            <\/span><\/li>\n
          2. Varsay\u0131lan de\u011feri de\u011fi\u015ftirebilirsiniz, ancak de\u011fi\u015fikliklerin yans\u0131mas\u0131 i\u00e7in <\/span>analiz ve tasar\u0131m\u0131n g\u00fcncellenmesi gerekir.<\/span><\/span>
            <\/span><\/li>\n<\/ol>\n
          3. Analiz ve Tasar\u0131m Aras\u0131ndaki Kompozit Derece Tolerans\u0131<\/span><\/b> :  Analizde kullan\u0131lan kompozit etki derecesi (Analiz Kompozit Derecesi) ile
            \ntasar\u0131mda kullan\u0131lan derece (Hedef Kompozit Derece) birbirinden farkl\u0131d\u0131r. <\/span>
            <\/span><\/li>\n
              \n
            1. Kompozit etki derecesi, kompozit kesit \u00f6zelliklerinin ve kayma saplamas\u0131
              \nsay\u0131s\u0131n\u0131n hesaplanmas\u0131nda \u00f6nemli rol oynar<\/span>
              <\/span><\/li>\n<\/ol>\n
            2. Varsay\u0131lan Sac Levha<\/span><\/b> : Varsay\u0131lan sac levhay\u0131 belirleyin. Yeni sac levha manuel olarak eklenebilir. 
              <\/span><\/li>\n
            3. Varsay\u0131lan Saplama<\/span><\/b> : Varsay\u0131lan saplamay\u0131 belirleyin.  Yeni saplama manuel olarak eklenebilir. 
              <\/span><\/li>\n
            4. Saplama Olu\u015fturma<\/b>: Kayma saplamalar\u0131n\u0131n yerle\u015ftirilme y\u00f6ntemini tan\u0131mlar 
              <\/span><\/li>\n
                \n
              1. Kompozit Derece<\/b>: Program, \u00e7elik kiri\u015f ile beton d\u00f6\u015feme aras\u0131nda istenen kompozit etki seviyesine ula\u015fmak i\u00e7in kayma saplamalar\u0131n\u0131n say\u0131s\u0131n\u0131 ve d\u00fczenini optimize eder.<\/span><\/li>\n
              2. Saplama Aral\u0131\u011f\u0131<\/b>: Saplama aral\u0131\u011f\u0131, ana ve ikincil kiri\u015f se\u00e7imine g\u00f6re farkl\u0131 \u015fekilde olu\u015fturulur.  
                <\/span><\/li>\n<\/ol>\n
              3. Saplama D\u00fczeni<\/b> : "Tekd\u00fczen<\/b>" veya "B\u00f6l\u00fcml\u00fc<\/b>" se\u00e7ene\u011fini belirleyin <\/span>
                <\/span><\/li>\n
                  \n
                1. B\u00f6l\u00fcml\u00fc<\/span><\/b> : ProtaStructure, kiri\u015fte bir d\u00f6n\u00fcm noktas\u0131 veya tekil y\u00fck bulunan
                  \nfarkl\u0131 b\u00f6l\u00fcmleri alg\u0131layabilir. Moment diyagram\u0131ndaki de\u011fi\u015fim, genellikle kolonlara moment ba\u011flant\u0131l\u0131 olan
                  \nve di\u011fer ikincil kompozit kiri\u015fleri ta\u015f\u0131yan ana kompozit kiri\u015flerde belirgindir.
                  \nToplam kayma saplamas\u0131 say\u0131s\u0131, d\u00f6n\u00fcm noktas\u0131 ile maksimum moment
                  \nkonumu aras\u0131nda da\u011f\u0131t\u0131l\u0131r. Negatif moment b\u00f6lgelerinde nominal bir saplama aral\u0131\u011f\u0131 kullan\u0131l\u0131r.<\/span>
                  <\/span><\/li>\n
                2. Tekd\u00fczen<\/span><\/b> :  B\u00f6l\u00fcml\u00fc bir d\u00fczen kullanmak istemiyorsan\u0131z “Tekd\u00fczen Saplama D\u00fczeni”ne ge\u00e7ebilirsiniz. Bu durumda
                  \nsaplama say\u0131s\u0131, hesaplanan minimum aral\u0131k kullan\u0131larak kiri\u015f \u00fczerine e\u015fit \u015fekilde yerle\u015ftirilir.<\/span>\n<\/li>\n<\/ol>\n
                3. S\u0131ra Ba\u015f\u0131na Saplama<\/b> : <\/span>Tekli <\/span><\/b>veya<\/span> \u0130kili<\/span><\/b> se\u00e7in<\/span><\/li>\n
                4. \u00c7er\u00e7eve U\u00e7lar\u0131nda Saplama Yerle\u015fim Bo\u015flu\u011fu (C)<\/b><\/span><\/span><\/span><\/span> : <\/span><\/span><\/span><\/span> \u015eemaya g\u00f6re son saplaman\u0131n kolona olan merkez bo\u015flu\u011fu <\/span><\/span><\/span><\/span><\/li>\n
                5. Kamber \u0130\u00e7in Sehim Y\u00fczdesi<\/b> :  <\/span>Y\u00fczde s\u0131n\u0131r\u0131n\u0131n a\u015f\u0131lmas\u0131 durumunda kamber gerekip gerekmedi\u011fini kontrol etmek i\u00e7in kullan\u0131l\u0131r. <\/span><\/span><\/span><\/span><\/li>\n
                6. Tasar\u0131mda Titre\u015fim Kontrol\u00fcn\u00fc Dikkate Al<\/b> : Titre\u015fim kontrol\u00fcn\u00fc her zaman dahil etmek i\u00e7in i\u015faretleyin. <\/span><\/span><\/span><\/span><\/li>\n<\/ol>\n
                  <\/div>\n","protected":false},"excerpt":{"rendered":"

                  ProtaStructure’da \u00e7elik tasar\u0131m ve kompozit eleman ayarlar\u0131n\u0131n nas\u0131l yap\u0131land\u0131r\u0131laca\u011f\u0131n\u0131, sehim, saplama ve deprem y\u00fck\u00fc parametreleriyle birlikte \u00f6\u011frenin.<\/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":[45,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1831","wiki","type-wiki","status-publish","hentry","category-settings-and-parameters","category-technical-manuals"],"yoast_head":"\n\u00c7elik Tasar\u0131m Ayarlar\u0131 | ProtaStructure 2022 K\u0131lavuzu<\/title>\n<meta name=\"description\" content=\"\u00c7elik tasar\u0131m ayarlar\u0131 ile ProtaStructure'da \u00e7elik ve kompozit eleman parametrelerini do\u011fru yap\u0131land\u0131r\u0131n. 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