{"id":1680,"date":"2026-08-03T21:32:59","date_gmt":"2026-08-03T21:32:59","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/sonlu-elemanlar-fe-doseme-analizi\/"},"modified":"2026-08-03T21:32:59","modified_gmt":"2026-08-03T21:32:59","slug":"sonlu-elemanlar-fe-doseme-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/sonlu-elemanlar-fe-doseme-analizi\/","title":{"rendered":"Sonlu Elemanlar (FE) D\u00f6\u015feme Analizi"},"content":{"rendered":"
\n

Arka Plan <\/span>
<\/h1>\n
FE D\u00f6\u015feme Analizi ile d\u00f6\u015femeleri, global 3B bina analizinden ba\u011f\u0131ms\u0131z olarak yaln\u0131zca d\u00fc\u015fey y\u00fckler alt\u0131nda analiz edebilir ve tasarlayabilirsiniz. <\/span><\/div>\n
<\/div>\n
<\/span>Bu yakla\u015f\u0131mda d\u00f6\u015feme binadan izole edilir ve yaln\u0131zca sabit ve hareketli y\u00fckler uygulan\u0131r. Bu, m\u00fchendislerin d\u00fc\u015fey y\u00fcklerin belirleyici oldu\u011fu tasar\u0131m senaryolar\u0131n\u0131 sim\u00fcle etmesine olanak tan\u0131r.<\/span><\/span>
<\/span><\/div>\n
<\/div>\n
\u201c<\/span>FE Kademeli \u0130ndirgeme<\/span><\/i><\/b>\u201d analizi yap\u0131ld\u0131\u011f\u0131nda, d\u00f6\u015femeler (yaln\u0131zca d\u00fc\u015fey y\u00fckler alt\u0131nda) yukar\u0131dan a\u015fa\u011f\u0131ya do\u011fru analiz edilir ve hesaplanan kolon reaksiyonlar\u0131 alttaki d\u00f6\u015femeye kademeli olarak aktar\u0131l\u0131r. Bu y\u00f6ntem, g\u00f6reli eksenel rijitlikler nedeniyle olu\u015fan farkl\u0131 oturmalar ve 3B \u00e7er\u00e7eve etkileri gibi global 3B FE Analizinin 3B yan etkilerini ortadan kald\u0131rmak isteyen baz\u0131 m\u00fchendisler taraf\u0131ndan tercih edilir. Bu y\u00f6ntem, klasik 2B elle hesap y\u00f6ntemlerini 3B bir ortamda sim\u00fcle eder.<\/span><\/div>\n
\n
\"Notlar\"Farkl\u0131 analiz y\u00f6ntemleri hakk\u0131nda genel bilgi i\u00e7in bkz.: <\/span> Modelleme, Analiz ve Tasar\u0131m Ak\u0131\u015f \u015eemas\u0131<\/a><\/span><\/div>\n<\/div>\n
\n
FE D\u00f6\u015feme Analizini \u00e7al\u0131\u015ft\u0131rman\u0131n iki yolu vard\u0131r: <\/span><\/div>\n
\n
1.   Yaln\u0131zca se\u00e7ili d\u00f6\u015femeler i\u00e7in FE D\u00f6\u015feme Analizini \u00e7al\u0131\u015ft\u0131rma 
<\/span><\/div>\n
    \n
  1. Bu durumda, FE a\u011f\u0131 kullan\u0131larak d\u00f6\u015femeler i\u00e7in anlaml\u0131 sonu\u00e7lar elde edilir; bu sonu\u00e7lar sonlu eleman y\u00f6ntemiyle d\u00f6\u015feme tasar\u0131m\u0131nda kullan\u0131labilir.
    <\/span><\/li>\n
  2. Daha fazla bilgi i\u00e7in<\/span> : D\u00f6\u015feme Analiz ve Tasar\u0131m Prosed\u00fcr\u00fc<\/a><\/li>\n<\/ol>\n
    \n
    2.  FE D\u00f6\u015feme Analizi D\u00fc\u015fey Y\u00fck Kademeli \u0130ndirgemeyi \u00e7al\u0131\u015ft\u0131rma <\/span><\/div>\n
      \n
    1. Bu durumda, t\u00fcm katlar\u0131n FE D\u00f6\u015feme Analizini en \u00fcst kattan en alt kata do\u011fru \u00e7al\u0131\u015ft\u0131rman\u0131z gerekir.<\/span><\/span><\/span><\/li>\n
    2. D\u00f6\u015feme analizi sonu\u00e7lar\u0131na ek olarak, d\u00fc\u015fey y\u00fck durumlar\u0131na ba\u011fl\u0131 anlaml\u0131 kiri\u015f, kolon ve perde kuvvetleri de elde edilir. <\/span><\/li>\n
    3. Analiz tamamland\u0131\u011f\u0131nda, kiri\u015f, kolon ve perdeleri tasarlamak i\u00e7in varsay\u0131lan Bina Analizi y\u00f6ntemi yerine bu y\u00f6ntemi kullanma se\u00e7ene\u011finiz olur. <\/span><\/li>\n
    4. Bu makaleyi faydal\u0131 bulabilirsiniz <\/span>: Bina Analizi ile FE D\u00f6\u015feme Analizi Aras\u0131ndaki Fark<\/a><\/li>\n<\/ol>\n<\/div>\n<\/blockquote>\n<\/div>\n<\/div>\n

      Sonlu Elemanlar (FE) D\u00f6\u015feme Analizinin Ger\u00e7ekle\u015ftirilmesi<\/span>
      <\/h1>\n
      <\/span><\/span>Analiz <\/span><\/b>\u015feridine gidin ve "<\/span><\/span>FE D\u00f6\u015feme Analizi<\/span><\/b>" se\u00e7ene\u011fini i\u015faretleyin (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi).<\/span><\/span><\/div>\n<\/div>\n
      \n
      <\/div>\n
      <\/div>\n
      <\/div>\n
      FE D\u00f6\u015feme Analizi diyalog penceresi a\u00e7\u0131l\u0131r: <\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      <\/div>\n
      1. Bir veya daha fazla d\u00f6\u015feme se\u00e7in ve FE D\u00f6\u015feme Analizini \u00e7al\u0131\u015ft\u0131rmak i\u00e7in "<\/span>D\u00f6\u015feme A\u011f\u0131 ve Analiz<\/span><\/i>" se\u00e7ene\u011fine t\u0131klay\u0131n. Se\u00e7ilen t\u00fcm d\u00f6\u015femeler ayn\u0131 anda a\u011fa b\u00f6l\u00fcn\u00fcr ve analiz edilir. <\/span><\/div>\n<\/div>\n
        \n
      1. T\u00fcm katlar\u0131 se\u00e7mek veya se\u00e7imi kald\u0131rmak i\u00e7in "<\/span>T\u00fcm\u00fcn\u00fc Se\u00e7\/Se\u00e7imi Kald\u0131r<\/span><\/i>" se\u00e7ene\u011fine t\u0131klay\u0131n.<\/span><\/li>\n<\/ol>\n
        2. Kiri\u015f, d\u00f6\u015feme, kolon ve perde rijitlik katsay\u0131lar\u0131, \u00e7atlama ve s\u00fcnme etkilerini dikkate alacak \u015fekilde otomatik olarak ayarlanabilir.
        <\/span><\/div>\n
          \n
        1. Bu ama\u00e7 i\u00e7in otomatik bir hesaplama sunulur; bkz.<\/span> \u00c7atlama ve S\u00fcnme Katsay\u0131s\u0131 Hesaplay\u0131c\u0131<\/a>. <\/li>\n<\/ol>\n
          3. "Kolon Kesitlerini FE Modeline Dahil Et"<\/i> ayar\u0131, kolon d\u0131\u015f hatlar\u0131n\u0131n sonlu eleman analitik modeline dahil edilip edilmeyece\u011fini belirler.<\/span><\/div>\n
            \n
          1. Bu se\u00e7enek i\u015faretli de\u011filse kolonlar\u0131n modellenmesinde tek bir d\u00fc\u011f\u00fcm noktas\u0131 kullan\u0131l\u0131r; yani d\u00f6\u015femeler kolon ekleme d\u00fc\u011f\u00fcm\u00fcne kadar a\u011fa b\u00f6l\u00fcn\u00fcr.  <\/span><\/span><\/li>\n
          2. Bu se\u00e7enek i\u015faretli de\u011filken<\/b>, kolon, kiri\u015f ve d\u00f6\u015feme birle\u015fimi i\u00e7in FE analitik modeli a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir: <\/span><\/li>\n<\/ol>\n
            \n
            \n
            <\/div>\n<\/blockquote>\n<\/blockquote>\n
              \n
            1. Bu se\u00e7enek i\u015faretliyse<\/b>, rijit bir kolon d\u0131\u015f hatt\u0131 olu\u015fturmak i\u00e7in rijit ba\u011flant\u0131lar<\/b> sa\u011flan\u0131r ve d\u00f6\u015feme kolon d\u0131\u015f hatt\u0131na kadar a\u011fa b\u00f6l\u00fcn\u00fcr. <\/span><\/li>\n
            2. Bu se\u00e7enek i\u015faretliyken<\/b>, kolon, kiri\u015f ve d\u00f6\u015feme birle\u015fimi i\u00e7in FE analitik modeli a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir (rijit ba\u011flant\u0131lar <\/span>koyu mavi<\/span><\/b> renkte) : <\/span><\/li>\n<\/ol>\n
              \n
              \n
              <\/div>\n<\/blockquote>\n<\/blockquote>\n
                \n
              1. Bu se\u00e7enek, kolon kesitini dikkate alarak kolon d\u00fc\u011f\u00fcmlerindeki mesnet momentlerinin azalt\u0131lmas\u0131nda olduk\u00e7a faydal\u0131d\u0131r.<\/span><\/li>\n
              2. Ancak bu se\u00e7enek i\u015faretlendi\u011finde, kolon d\u0131\u015f hatt\u0131na rijit ba\u011flant\u0131lar olu\u015fturulmas\u0131 gerekti\u011finden analiz daha karma\u015f\u0131k hale gelir.  A\u011f olu\u015fturma hatalar\u0131yla kar\u015f\u0131la\u015f\u0131l\u0131rsa bu se\u00e7ene\u011fin i\u015faretini kald\u0131rmay\u0131 deneyin. <\/span><\/li>\n<\/ol>\n
                \n
                \"Notlar\"<\/p>\n
                Bu se\u00e7enek yaln\u0131zca kiri\u015fe ba\u011fl\u0131 kolonlar i\u00e7in, yani kiri\u015fli d\u00f6\u015feme sistemleri i\u00e7in ge\u00e7erlidir. <\/span>
                <\/span><\/div>\n
                Kiri\u015fsiz d\u00f6\u015feme sisteminde, yani kolonun d\u00f6\u015femeyi do\u011frudan ta\u015f\u0131d\u0131\u011f\u0131 durumlarda (kiri\u015f olmadan), bu se\u00e7enek otomatik olarak dikkate al\u0131n\u0131r; yani kolon d\u0131\u015f hatlar\u0131 her zaman g\u00f6z \u00f6n\u00fcnde bulundurulur.<\/span><\/div>\n

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

                4.  "<\/span>Analizden \u00d6nce Analitik Modeli G\u00f6ster<\/b>"<\/span><\/i> se\u00e7ene\u011fi i\u015faretliyse, analizden \u00f6nce yerle\u015fiminizde olu\u015fturulan a\u011f yap\u0131s\u0131n\u0131 inceleme\/kontrol etme imk\u00e2n\u0131 sa\u011flar. 
                <\/span><\/div>\n
                5. Sparse \u00c7\u00f6z\u00fcc\u00fc <\/b>se\u00e7ene\u011fi i\u015faretlendi\u011finde, analiz i\u00e7in gereken s\u00fcre k\u0131sal\u0131r. Baz\u0131 model t\u00fcrlerinde analiz s\u00fcresinde belirgin bir azalma sa\u011flanabilirken, di\u011fer modellerde bu etki daha s\u0131n\u0131rl\u0131 olabilir.
                <\/span><\/div>\n
                6.  "<\/span>\u00dcst Kat Kolon Y\u00fcklerini Dahil Et<\/b><\/span><\/i>" se\u00e7ene\u011fi, Sonlu Eleman Chase-down analizi gerekti\u011finde i\u015faretlenmelidir. Sonlu Eleman Chase-down analizi ba\u015far\u0131yla tamamland\u0131\u011f\u0131nda katlar\u0131n yan\u0131nda \u201c\u25bc\u201d simgesi g\u00f6r\u00fcnt\u00fclenir.<\/span><\/div>\n
                  \n
                  \"Uyar\u0131\"<\/p>\n
                  T\u00dcM katlar<\/span><\/b> se\u00e7ilmeli ve Sonlu Eleman Chase-down analizini ger\u00e7ekle\u015ftirmek i\u00e7in bu se\u00e7enek i\u015faretlenmelidir. Bu, sonucun daha sonraki a\u015famada do\u011fru \u015fekilde birle\u015ftirilmesini sa\u011flar. Kiri\u015f\/kolon sonu\u00e7lar\u0131n\u0131n birle\u015ftirilmesi hakk\u0131nda daha fazla bilgi i\u00e7in l\u00fctfen<\/span> \u015fu ba\u011flant\u0131ya bak\u0131n:<\/span> <\/span>\u00d6rnekle FE Kolon\/Kiri\u015f Sonucu Birle\u015ftirme Nedir<\/a><\/div>\n

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

                  7. Minimum ve maksimum a\u011f boyutu ayarlanabilir. D\u00f6\u015femeyi a\u011flara b\u00f6lmek ve analizi ger\u00e7ekle\u015ftirmek i\u00e7in "D\u00f6\u015feme A\u011f\u0131 ve Analizi" se\u00e7ene\u011fine t\u0131klay\u0131n.<\/span> <\/div>\n
                    \n
                    \"Notlar\"<\/p>\n
                    Temel ama\u00e7, d\u00f6\u015femenin "ger\u00e7ek" davran\u0131\u015f\u0131n\u0131 do\u011fru \u015fekilde temsil edecek kadar yeterli ancak m\u00fcmk\u00fcn oldu\u011funca az say\u0131da plaka \u00fcreten ideal bir Plaka Eleman Boyutu dengesi se\u00e7mektir (b\u00f6ylece analiz s\u00fcresi en aza indirilir). Genel olarak, kolon ba\u015fl\u0131klar\u0131 aras\u0131nda 6 ila 8 plaka elde etmeye \u00e7al\u0131\u015f\u0131n<\/span>. <\/span><\/div>\n

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

                    Analiz Sonras\u0131 \u0130\u015flemler ve Rapor<\/span><\/h1>\n
                    \n

                    \n

                    <\/div>\n<\/p>\n
                      \n
                    1. Sonlu Eleman D\u00f6\u015feme Analizi tamamland\u0131\u011f\u0131nda kat, <\/span>ye\u015fil<\/span><\/b> renkte vurgulan\u0131r. <\/span><\/li>\n
                        \n
                      1. \u201c<\/span>Sonlu Eleman Chase-down Analizi<\/span><\/i>\u201d ger\u00e7ekle\u015ftirilmi\u015fse, kat\u0131n yan\u0131nda \u201c\u25bc\u201d g\u00f6r\u00fcnt\u00fclenir. Aksi halde gri renkte g\u00f6sterilir.
                        <\/span><\/li>\n<\/ol>\n
                      2. Sonlu Eleman D\u00f6\u015feme Analizi tamamland\u0131ktan sonra "Analitik Modeli G\u00f6ster<\/b>" se\u00e7ene\u011fine t\u0131kland\u0131\u011f\u0131nda, se\u00e7ilen kat i\u00e7in g\u00f6rselle\u015ftirilmi\u015f sonucu g\u00f6r\u00fcnt\u00fclemek \u00fczere "Sonlu Eleman D\u00f6\u015feme Modeli" a\u00e7\u0131l\u0131r. A\u015fa\u011f\u0131da \u015fu ba\u015fl\u0131\u011fa bak\u0131n: Sonlu Eleman D\u00f6\u015feme Modeli<\/b>.<\/span><\/li>\n
                      3. G\u00f6rselle\u015ftirilmi\u015f sonuca ek olarak, analiz hatas\u0131z tamamland\u0131ktan sonra Sonlu Eleman D\u00f6\u015feme Analizi sonucu metin bi\u00e7iminde g\u00f6r\u00fcnt\u00fclenebilir ve olu\u015fturulabilir.  <\/span><\/li>\n
                          \n
                        1. Analiz sonucu raporlar\u0131, se\u00e7ilen d\u00fc\u011f\u00fcmler, d\u00f6\u015femeler ve\/veya \u00e7er\u00e7eve elemanlar\u0131 i\u00e7in haz\u0131rlanabilir. <\/span><\/li>\n
                        2. T\u00fcm sekme sayfalar\u0131nda, dahil edilecek \u00f6\u011feleri g\u00f6r\u00fcnen listeler \u00fczerinden se\u00e7in ve raporu olu\u015fturmak i\u00e7in \u201c<\/span>Rapor Olu\u015ftur<\/b><\/span><\/i>\u201d d\u00fc\u011fmesine bas\u0131n.<\/span><\/li>\n<\/ol>\n
                        3. Minimum ve maksimum yer de\u011fi\u015ftirmeyi incelemek i\u00e7in \u201c<\/span>Maksimum Kat Yer De\u011fi\u015ftirmesini Listele<\/b><\/span><\/i>\u201d se\u00e7ene\u011fine t\u0131klay\u0131n.<\/span><\/li>\n
                        4. Sonlu Eleman Chase-down Analizi tamamland\u0131ktan sonra, kolon ve\/veya kiri\u015f sonucunu Bina Analizi sonucuyla birle\u015ftirebilirsiniz.  L\u00fctfen okuyun: <\/span> <\/span><\/span>\u00d6rnekle FE Kolon\/Kiri\u015f Sonucu Birle\u015ftirme Nedir<\/u><\/span><\/a><\/li>\n
                        5. Sonu\u00e7 birle\u015ftirildikten ve diyalog penceresi kapat\u0131l\u0131p yeniden a\u00e7\u0131ld\u0131ktan sonra "<\/span>Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu<\/span><\/i>", binaya uygulanan toplam sabit y\u00fck ile hareketli y\u00fck\u00fcn do\u011frulanmas\u0131n\u0131 sa\u011flar. Rapor, \u015funlar\u0131 \u00e7apraz kontrol etmek i\u00e7in de kullan\u0131labilir:<\/span><\/li>\n
                            \n
                          1. d\u00f6\u015feme y\u00fcklerinin ta\u015f\u0131y\u0131c\u0131 elemanlara do\u011fru \u015fekilde aktar\u0131lm\u0131\u015f olmas\u0131, <\/span><\/li>\n
                          2. uygulanan d\u00fc\u015fey y\u00fck\u00fcn Bina Analizi toplam d\u00fc\u015fey tepkisiyle e\u015fle\u015fmesi, <\/span><\/li>\n
                          3. uygulanan d\u00fc\u015fey y\u00fck\u00fcn Sonlu Eleman Chase-down Analizi toplam d\u00fc\u015fey tepkisiyle e\u015fle\u015fmesi.<\/span><\/li>\n<\/ol>\n
                          4. Sonlu Eleman D\u00f6\u015feme Analizi modellerinin, desenli y\u00fckleme (pattern loading) etkilerini i\u00e7ermedi\u011fi unutulmamal\u0131d\u0131r. <\/span><\/li>\n
                              \n
                            1. Her olas\u0131 d\u00fczensiz d\u00fczenleme i\u00e7in t\u00fcm en k\u00f6t\u00fc durum senaryolar\u0131n\u0131 \u00fcretecek \u015fekilde desenli y\u00fcklemeyi otomatikle\u015ftirmek m\u00fcmk\u00fcn de\u011fildir. <\/span><\/li>\n
                            2. Bu durum tasar\u0131m\u0131n\u0131zda bir endi\u015fe kayna\u011f\u0131ysa, bu etkileri kar\u015f\u0131lamak i\u00e7in "Pozitif Moment Katsay\u0131s\u0131" de\u011ferinin art\u0131r\u0131lmas\u0131 (%10 ila %20, yani 1,1 ila 1,2) \u00f6nerilir. <\/span><\/li>\n
                            3. "Sonlu Eleman D\u00f6\u015feme Modelleri" g\u00f6r\u00fcn\u00fcm\u00fcnde g\u00f6r\u00fcnt\u00fclenen \u00e7\u0131kt\u0131 sonu\u00e7lar\u0131, bu alanlara girilen de\u011ferlerle \u00e7arp\u0131l\u0131r. <\/span><\/li>\n<\/ol>\n
                              \"Notlar\"<\/p>\n
                              Bu katsay\u0131lar, diyalog penceresinde "Analitik Modeli G\u00f6ster" se\u00e7ene\u011fine t\u0131klamadan \u00f6nce tan\u0131mlanmal\u0131d\u0131r. <\/span><\/div>\n

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

                              S<\/span>onlu Eleman D\u00f6\u015feme Modeli 
                              <\/span><\/h1>\n
                              Sonlu Eleman D\u00f6\u015feme Analizi sonucu, Bina Analizi ile ayn\u0131 aray\u00fczde kontrol edilip g\u00f6r\u00fcnt\u00fclenebilir. Bu ekrana, Analiz sekmesi > Analitik Model > Sonlu Eleman D\u00f6\u015feme Modeli<\/b> yolundan eri\u015filebilir.<\/span><\/span><\/div>\n
                              <\/div>\n
                              <\/span><\/div>\n
                              <\/div>\n
                              Sonlu Eleman D\u00f6\u015feme Analizi sonucu, Bina Analizi ile ayn\u0131 aray\u00fcz\u00fc payla\u015fsa da, bu iki analizin sonu\u00e7 i\u015fleme g\u00f6r\u00fcn\u00fcm\u00fc aras\u0131nda birka\u00e7 fark bulunur. <\/span><\/div>\n
                              <\/div>\n
                              \n
                              <\/div>\n<\/div>\n
                                \n
                              1. Kat listesi, ilgili kata t\u0131klayarak d\u00f6\u015feme sonu\u00e7lar\u0131 aras\u0131nda ge\u00e7i\u015f yapman\u0131z\u0131 sa\u011flayan "<\/span>Kat Se\u00e7ici<\/span><\/i>" i\u015flevi g\u00f6r\u00fcr. <\/span><\/li>\n
                                  \n
                                1. Bir sa\u011f ok "<\/span>>>><\/span><\/span><\/span><\/b>" simgesi, se\u00e7ili olan kat\u0131 g\u00f6sterir. <\/span><\/li>\n
                                2. Bir onay i\u015fareti "<\/span>" o d\u00f6\u015feme i\u00e7in ge\u00e7erli bir Sonlu Eleman Analizinin bulundu\u011fu anlam\u0131na gelirken, \u00e7arp\u0131 i\u015fareti "<\/span>X<\/span><\/b>" ise  bir Sonlu Eleman Analizinin ger\u00e7ekle\u015ftirildi\u011fi ancak art\u0131k ge\u00e7erli olmad\u0131\u011f\u0131 anlam\u0131na gelir. <\/span><\/li>\n
                                3. Belirli bir d\u00f6\u015feme i\u00e7in Sonlu Eleman Analizi ger\u00e7ekle\u015ftirilmemi\u015fse, d\u00f6\u015feme yine de listelenir ancak eri\u015filebilir olmaz. <\/span><\/li>\n<\/ol>\n
                                4. FE D\u00f6\u015feme Analizi, yaln\u0131zca d\u00fc\u015fey y\u00fck durumlar\u0131\/kombinasyonlar\u0131 alt\u0131nda alt \u00e7er\u00e7eve analizi ger\u00e7ekle\u015ftirir; bu nedenle FE D\u00f6\u015feme Analizi Sonu\u00e7 \u0130\u015fleme modelinde yaln\u0131zca d\u00fc\u015fey y\u00fck durumlar\u0131\/kombinasyonlar\u0131 listelenir. Sonu\u00e7lar, se\u00e7ilen y\u00fck durumu veya kombinasyonu i\u00e7in g\u00f6sterilir.<\/span><\/li>\n
                                5. "<\/span>Etkiler<\/span><\/i>" paneli, "<\/span>Kontur<\/span><\/i>" se\u00e7ene\u011fi Kontur sekmesinde a\u00e7\u0131ld\u0131\u011f\u0131nda g\u00f6r\u00fcnt\u00fclenir. <\/span><\/li>\n<\/ol>\n

                                  Etkiler Paneli
                                  <\/span><\/h2>\n
                                  Her etkinin a\u00e7\u0131klamas\u0131 a\u015fa\u011f\u0131da belirtilmi\u015ftir. <\/span><\/div>\n
                                    \n
                                  1. Yer De\u011fi\u015ftirme<\/span><\/b>: D\u00fc\u011f\u00fcm noktalar\u0131n\u0131n global do\u011frultu boyunca yer de\u011fi\u015ftirmesi. <\/span><\/li>\n
                                  2. F11<\/span><\/b>: Birim uzunluk ba\u015f\u0131na yatay eksenel kuvvet<\/span><\/li>\n
                                  3. F22<\/span><\/b>: Birim uzunluk ba\u015f\u0131na d\u00fc\u015fey eksenel kuvvet<\/span><\/li>\n
                                  4. F12<\/span><\/b>: Birim uzunluk ba\u015f\u0131na kesme kuvveti<\/span><\/li>\n
                                  5. V13: <\/b>1. y\u00fczeyde yerel eksen 3 do\u011frultusunda etkiyen d\u00fczlem d\u0131\u015f\u0131 kesme kuvveti<\/span><\/li>\n
                                  6. V23: <\/b>2. y\u00fczeyde yerel eksen 3 do\u011frultusunda etkiyen d\u00fczlem d\u0131\u015f\u0131 kesme kuvveti<\/span><\/li>\n
                                  7. M1<\/span><\/b>: Birim uzunluk ba\u015f\u0131na Do\u011frultu-1 etraf\u0131ndaki moment** (Yerel)<\/span><\/span><\/li>\n
                                  8. M2<\/span><\/b>: Birim uzunluk ba\u015f\u0131na Do\u011frultu-2 etraf\u0131ndaki moment** (Yerel)<\/span><\/li>\n
                                  9. M12<\/span><\/b>: Birim uzunluk ba\u015f\u0131na burulma momenti<\/span><\/li>\n
                                  10. M1d-bot<\/span><\/b>: Altta Do\u011frultu-2 etraf\u0131ndaki tasar\u0131m momenti (Wood-Armer D\u00fczeltmesine izin verir)<\/span><\/li>\n
                                  11. M2d-bot<\/span><\/b>: Altta Do\u011frultu-1 etraf\u0131ndaki tasar\u0131m momenti (Wood-Armer D\u00fczeltmesine izin verir)<\/span><\/li>\n
                                  12. M1d-top<\/span><\/b>: \u00dcstte Do\u011frultu-2 etraf\u0131ndaki tasar\u0131m momenti (Wood-Armer D\u00fczeltmesine izin verir)<\/span><\/li>\n
                                  13. M2d-top<\/span><\/b>:  \u00dcstte Do\u011frultu-1 etraf\u0131ndaki tasar\u0131m momenti (Wood-Armer D\u00fczeltmesine izin verir)<\/span><\/li>\n
                                  14. As1-bot (local)<\/span><\/b>: D\u00f6\u015femenin alt y\u00fcz\u00fcnde Do\u011frultu-1’deki gerekli donat\u0131 alan\u0131<\/span><\/li>\n
                                  15. As2-bot (local)<\/span><\/b>: D\u00f6\u015femenin alt y\u00fcz\u00fcnde Do\u011frultu-2’deki gerekli donat\u0131 alan\u0131<\/span><\/li>\n
                                  16. As1-top (local)<\/span><\/b>: D\u00f6\u015femenin \u00fcst y\u00fcz\u00fcnde Do\u011frultu-1’deki gerekli donat\u0131 alan\u0131<\/span><\/li>\n
                                  17. As2-top (local)<\/span><\/b>: D\u00f6\u015femenin \u00fcst y\u00fcz\u00fcnde Do\u011frultu-2’deki gerekli donat\u0131 alan\u0131<\/span><\/li>\n
                                  18. Asd1-bot (Wood-Armer)<\/span><\/b>: D\u00f6\u015femenin alt y\u00fcz\u00fcnde Do\u011frultu-1’deki gerekli donat\u0131 alan\u0131 (Wood-Armer Etkileri dahil) <\/span><\/li>\n
                                  19. Asd2-bot (<\/span>Wood-Armer<\/span><\/b>)<\/span><\/b>: D\u00f6\u015femenin alt y\u00fcz\u00fcnde Do\u011frultu-2’deki gerekli donat\u0131 alan\u0131 (Wood-Armer Etkileri dahil) <\/span><\/li>\n
                                  20. Asd1-top (<\/span>Wood-Armer<\/span><\/b>)<\/span><\/b>: D\u00f6\u015femenin \u00fcst y\u00fcz\u00fcnde Do\u011frultu-1’deki gerekli donat\u0131 alan\u0131 (Wood-Armer Etkileri dahil) <\/span><\/li>\n
                                  21. Asd2-top (<\/span>Wood-Armer<\/span><\/b>)<\/span><\/b>: D\u00f6\u015femenin \u00fcst y\u00fcz\u00fcnde Do\u011frultu-2’deki gerekli donat\u0131 alan\u0131 (Wood-Armer Etkileri dahil) <\/span><\/li>\n
                                  22. Zemin Bas\u0131nc\u0131<\/span><\/b>: D\u00fc\u011f\u00fcm noktas\u0131na uygulanan zemin bas\u0131nc\u0131 (yaln\u0131zca ST00<\/b> aktifse ve FE Temel Analizi<\/a> yap\u0131lm\u0131\u015fsa g\u00f6sterilir)<\/span><\/li>\n
                                  23. Zemin Bas\u0131nc\u0131 S\u0131n\u0131r\u0131<\/span><\/b>: Zemin bas\u0131nc\u0131n\u0131n izin verilen zemin gerilmesi de\u011ferine kar\u015f\u0131 s\u0131n\u0131r grafi\u011fi  (yaln\u0131zca ST00<\/b> aktifse ve FE Temel Analizi<\/a> yap\u0131lm\u0131\u015fsa g\u00f6sterilir)<\/span><\/li>\n<\/ol>\n
                                    D\u00f6\u015feme kabu\u011fundaki kuvvetlerin i\u015faret kural\u0131 a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir:<\/span><\/div>\n
                                    <\/span><\/div>\n
                                    <\/div>\n
                                    \"Notlar\"<\/p>\n
                                    Wood-Armer Etkileri<\/u> <\/b>
                                    <\/span><\/div>\n
                                    E\u015fde\u011fer moment belirleme kavram\u0131 Wood ve Armer taraf\u0131ndan geli\u015ftirilmi\u015ftir; bu y\u00f6ntem, ana ortogonal do\u011frultudaki salt e\u011filme momentine ek olarak burulma momentini de dikkate al\u0131r. 
                                    <\/span><\/div>\n
                                    Y\u00f6ntemle ilgili ayr\u0131nt\u0131lara, \u00f6rne\u011fin R.H.Wood, "The reinforcement of slabs in accordance with a pre-determined field of moments", Concrete, \u015eubat 1968, A\u011fustos 1968] kayna\u011f\u0131ndan ula\u015f\u0131labilir.
                                    <\/span><\/div>\n
                                    Wood-Armer etkilerinin d\u00f6\u015feme tasar\u0131m\u0131nda dikkate al\u0131nmas\u0131n\u0131 \u00f6neririz; bu, \u00e7o\u011fu tasar\u0131m referans\u0131nda genel olarak \u00f6nerilmektedir. <\/span><\/div>\n

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

                                    <\/div>\n
                                    **Grafik D\u00fczenleyici’de, "D\u00f6\u015feme \u00d6zellikleri" men\u00fcs\u00fcndeki "A\u00e7\u0131" alan\u0131n\u0131 kullanarak d\u00f6\u015femeler i\u00e7in a\u00e7\u0131 \u00f6zellikleri tan\u0131mlayabilirsiniz. M1, M2 ve M12 daha sonra Sonlu Eleman Sonu\u00e7 \u0130\u015fleme arac\u0131nda bu a\u00e7\u0131lara g\u00f6re hesaplan\u0131r. \u00d6zellikle a\u00e7\u0131l\u0131 plana sahip olabilecek binalarda, donat\u0131n\u0131n global X ve Y do\u011frultular\u0131 yerine belirtilen bir a\u00e7\u0131 boyunca yerle\u015ftirilmesi gerekir. Farkl\u0131 a\u00e7\u0131lar i\u00e7in moment ve donat\u0131 konturlar\u0131n\u0131 g\u00f6rebilmek amac\u0131yla, Grafik D\u00fczenleyici’de ilgili d\u00f6\u015femeler i\u00e7in a\u00e7\u0131 de\u011ferlerinin belirtilmi\u015f olmas\u0131 gerekir.<\/span><\/div>\n
                                    <\/div>\n
                                    Mouse imleci d\u00fc\u011f\u00fcm noktalar\u0131 veya a\u011f \u00fczerine getirildi\u011finde, se\u00e7ilen " <\/span>Etkiler<\/span><\/i>" ve " <\/span>Y\u00fckleme<\/span><\/i>" se\u00e7eneklerine g\u00f6re ilgili d\u00fc\u011f\u00fcm\/a\u011f hakk\u0131nda gerekli bilgiler g\u00f6r\u00fcnt\u00fclenir. <\/span><\/div>\n
                                    <\/span><\/div>\n
                                    <\/div>\n
                                    <\/div>\n
                                    Alternatif olarak, de\u011ferleri listelemek\/g\u00f6r\u00fcnt\u00fclemek i\u00e7in "\u00d6zellikler<\/b>" veya "Detayl\u0131 Konturlar<\/b>" simgesini kullan\u0131n (a\u015fa\u011f\u0131daki "Ayr\u0131nt\u0131lar<\/b>" b\u00f6l\u00fcm\u00fcnde a\u00e7\u0131klanm\u0131\u015ft\u0131r)<\/span><\/div>\n

                                    Konturlar<\/span><\/h2>\n
                                    ProtaStructure, otomatik ve kullan\u0131c\u0131 tan\u0131ml\u0131 konturlar olu\u015fturmak i\u00e7in kullan\u0131\u015fl\u0131 bir ara\u00e7 sunar. Bu otomatik ve kullan\u0131c\u0131 tan\u0131ml\u0131 konturlar "Konturlar" sekmesinden se\u00e7ilebilir ve se\u00e7ilen y\u00fckleme i\u00e7in g\u00f6r\u00fcnt\u00fclenir. <\/span><\/div>\n
                                    <\/div>\n
                                    <\/span><\/div>\n

                                    Konturlar<\/span><\/h3>\n
                                    "<\/span>Konturlar<\/span><\/i>" d\u00fc\u011fmesi a\u00e7\u0131ld\u0131\u011f\u0131nda, plak elemanlar\u0131 i\u00e7in yer de\u011fi\u015ftirme, gerekli donat\u0131 alan\u0131 veya moment konturlar\u0131, se\u00e7ilen " <\/span>Etkiler<\/span><\/i>" ve " <\/span>Y\u00fckleme<\/span><\/i>" se\u00e7eneklerine g\u00f6re \u00e7izdirilir. <\/span><\/div>\n
                                    <\/div>\n
                                    E\u011fer "Kontur \u00c7izgileri"  <\/span> tek ba\u015f\u0131na a\u00e7\u0131l\u0131rsa, kontur \u00e7izgisi rengi siyah renkte g\u00f6sterilir. " <\/span>Renkli \u00c7izgiler<\/span><\/i>" ile birlikte a\u00e7\u0131l\u0131rsa <\/span>, kontur \u00e7izgilerinin rengi kontur renklerini takip eder. 
                                    <\/span><\/div>\n
                                    <\/div>\n
                                    \u201c <\/span>Miktar<\/span><\/i>\u201d alan\u0131, \u201c <\/span>G\u00f6r\u00fcnt\u00fcleme<\/span><\/i>\u201d panelinde, se\u00e7ilen etkinin hesaplanan maksimum ve minimum de\u011ferlerinin kontur g\u00f6r\u00fcn\u00fcm\u00fcnde ka\u00e7 aral\u0131kta g\u00f6sterilece\u011fini belirtir.  Daha b\u00fcy\u00fck de\u011ferler daha yumu\u015fak bir kontur g\u00f6r\u00fcnt\u00fcs\u00fc sa\u011flar.<\/span><\/div>\n

                                    Kullan\u0131c\u0131 Tan\u0131ml\u0131 Kontur
                                    <\/span><\/h3>\n
                                    Otomatik konturun yan\u0131 s\u0131ra, kullan\u0131c\u0131 tan\u0131ml\u0131 (\u00f6zel) kontur da olu\u015fturulabilir.  <\/span>"<\/span><\/span> <\/span>Kullan\u0131c\u0131 Tan\u0131ml\u0131 Kontur<\/span><\/i> <\/span>" a\u00e7\u0131ld\u0131\u011f\u0131nda, plaka elemanlar\u0131 se\u00e7ilen "<\/span><\/span> <\/span>Etkiler<\/span><\/i> <\/span>" ve "<\/span><\/span> <\/span>Y\u00fckleme<\/span><\/i> <\/span>" se\u00e7eneklerine g\u00f6re \u00e7izilir. <\/span><\/span><\/div>\n
                                    <\/div>\n
                                    <\/span>Kullan\u0131c\u0131 tan\u0131ml\u0131 konturlar\u0131 yap\u0131land\u0131rmak i\u00e7in "<\/span>Kullan\u0131c\u0131 Tan\u0131mlar\u0131n\u0131 D\u00fczenle<\/span><\/i>" butonuna t\u0131klay\u0131n. Kontur say\u0131s\u0131, kontur aral\u0131klar\u0131, kontur renkleri ve etiketleri g\u00f6r\u00fcnt\u00fclenen diyalog penceresinden kontrol edilebilir. <\/span><\/span><\/div>\n
                                    <\/span><\/div>\n
                                    Etkinin maksimum ve minimum de\u011ferleri, \u201c <\/span>Etkiler<\/span><\/i>\u201d listesinde belirtilir ve otomatik olarak hesaplan\u0131r. Bu aral\u0131k, \u201c <\/span>Kontur Say\u0131s\u0131<\/span><\/i>\u201d alan\u0131nda belirtilen aral\u0131k say\u0131s\u0131na b\u00f6l\u00fcn\u00fcr. Bu aral\u0131klar varsay\u0131lan olarak etiketlenmez; ancak gerekti\u011finde de\u011fi\u015ftirilebilir. <\/span><\/div>\n
                                    <\/span><\/div>\n
                                    <\/span><\/div>\n
                                      \n
                                      <\/span><\/div>\n
                                    1. Kullan\u0131c\u0131 tan\u0131ml\u0131 kontur i\u00e7in se\u00e7ilen "<\/span>Etki<\/span><\/i>" ve "<\/span>Y\u00fckleme<\/span><\/i>" alanlar\u0131. <\/span><\/li>\n
                                    2. Aral\u0131k de\u011ferlerini kontur say\u0131s\u0131na g\u00f6re g\u00fcncellemek i\u00e7in "<\/span>G\u00fcncelle<\/span><\/i>" butonuna t\u0131klay\u0131n. <\/span><\/li>\n
                                    3. Kontur aral\u0131k de\u011ferleri, sonuca ve kontur say\u0131s\u0131na g\u00f6re program taraf\u0131ndan otomatik olarak olu\u015fturulur. <\/span><\/li>\n
                                    4. Kullan\u0131c\u0131 tan\u0131ml\u0131 konturda kullan\u0131lacak kontur lejant bi\u00e7imi. <\/span><\/li>\n
                                    5. Se\u00e7enekleri girin ve\/veya se\u00e7in, kontur aral\u0131klar\u0131n\u0131n de\u011ferini ve etiketini g\u00fcncellemek i\u00e7in "<\/span>G\u00fcncelle<\/span><\/i>" butonuna t\u0131klay\u0131n. <\/span><\/li>\n
                                    6. Kullan\u0131c\u0131 tan\u0131ml\u0131 konturu yeniden olu\u015fturmak\/g\u00fcncellemek i\u00e7in "Yeniden \u00c7iz"’e t\u0131klay\u0131n. <\/span><\/li>\n<\/ol>\n

                                      E\u015fik Konturlar\u0131<\/span><\/h3>\n
                                      E\u015fik Konturu, bir " <\/span>Etki<\/span><\/i>"’nin hesaplanan de\u011ferlerinin bir e\u015fik de\u011ferini a\u015f\u0131p a\u015fmad\u0131\u011f\u0131n\u0131 kontrol etmek i\u00e7in kullan\u0131l\u0131r. "E\u015fik Konturu" a\u00e7\u0131ld\u0131\u011f\u0131nda, plaka elemanlar\u0131 se\u00e7ilen " <\/span>Etki<\/span><\/i>" ve " <\/span>Y\u00fckleme<\/span><\/i>" se\u00e7eneklerine g\u00f6re \u00fcst ve alt e\u015fik de\u011feri i\u00e7in \u00e7izilir. <\/span><\/div>\n
                                      <\/div>\n
                                      E\u015fik konturlar\u0131n\u0131 yap\u0131land\u0131rmak i\u00e7in " <\/span>E\u015fik Konturu<\/span><\/i>"’nu se\u00e7in ve " <\/span>Kullan\u0131c\u0131 Tan\u0131mlar\u0131n\u0131 D\u00fczenle<\/span><\/i>"’ye t\u0131klay\u0131n.
                                      <\/span><\/div>\n
                                      <\/span><\/div>\n
                                      "Etki" listesinde belirtilen etkinin maksimum ve minimum de\u011ferleri otomatik olarak hesaplan\u0131r ve "max(+)"  ile "min(-)" alanlar\u0131na yaz\u0131l\u0131r. Maksimum ve minimum de\u011ferler aras\u0131ndaki herhangi bir de\u011fer, alt ve \u00fcst limitlere yaz\u0131labilir. Alt ve \u00fcst e\u015fik aras\u0131ndaki aral\u0131k ye\u015fil renkle, e\u015fik alt\u0131ndaki ve \u00fcst e\u015fi\u011fin \u00fcst\u00fcndeki alanlar ise k\u0131rm\u0131z\u0131 renkle boyan\u0131r. E\u015fik konturlar\u0131, kullan\u0131c\u0131 tan\u0131ml\u0131 konturun \u00f6zel bir alt k\u00fcmesi olarak tan\u0131mlanabilir. Tek fark, yaln\u0131zca iki kontur de\u011feriyle s\u0131n\u0131rl\u0131 olmas\u0131d\u0131r. <\/span><\/div>\n
                                      \n

                                      Simgeler <\/span><\/span><\/span><\/span>,  <\/span>, <\/span>  <\/span>bu kabuk elemanlar\u0131n\u0131n konturlar\u0131n\u0131 a\u00e7\u0131p kapatman\u0131z\u0131 sa\u011flar<\/span><\/span><\/span><\/span><\/h3>\n

                                      G\u00f6r\u00fcnt\u00fcleme<\/span>
                                      <\/h2>\n
                                      G\u00f6r\u00fcnt\u00fcleme simgeleri, g\u00f6r\u00fcnt\u00fcleme ayarlar\u0131n\u0131 etkiler. <\/div>\n
                                      <\/div>\n

                                      \u015eeffafl\u0131k 
                                      <\/span><\/h3>\n
                                      Konturlar\u0131n \u015feffafl\u0131\u011f\u0131n\u0131 ayarlamak i\u00e7in kullan\u0131lan se\u00e7enek. <\/span><\/div>\n

                                      Lejant ile Senkronize Et 
                                      <\/span><\/h3>\n
                                      "Lejant ile Senkronize Et" i\u015faretli de\u011filse, a\u015fa\u011f\u0131daki "Miktar" se\u00e7ene\u011fi etkinle\u015fir ve konturu g\u00f6stermek i\u00e7in ka\u00e7 renk tonu kullan\u0131laca\u011f\u0131n\u0131 se\u00e7ebilirsiniz. <\/span><\/div>\n
                                      "Lejant ile Senkronize Et" i\u015faretliyse,<\/span> kontur renkleri lejant ile tam olarak e\u015fle\u015fir.  \u00d6rne\u011fin, lejant 5 renk g\u00f6steriyorsa, kabuk eleman\u0131 konturlar\u0131 da ayn\u0131 5 rengi g\u00f6sterir. <\/span><\/span><\/div>\n

                                      Donat\u0131 Konturlar\u0131nda Min De\u011feri G\u00f6ster (Minimum gerekli \u00e7elik alan\u0131)
                                      <\/h3>\n
                                      \n
                                      Bu se\u00e7enek i\u015faretliyse, her d\u00fc\u011f\u00fcm noktas\u0131 i\u00e7in minimum donat\u0131 alan\u0131, se\u00e7ilen tasar\u0131m kodu form\u00fclasyonlar\u0131 ve ilgili kabuk kal\u0131nl\u0131\u011f\u0131 kullan\u0131larak hesaplan\u0131r. Gerekli donat\u0131 alan\u0131 minimumdan b\u00fcy\u00fckse, gerekli donat\u0131 alan\u0131 \u00e7izilir. <\/span><\/div>\n
                                      Aksi halde, o d\u00fc\u011f\u00fcm noktas\u0131 i\u00e7in minimum donat\u0131 alan\u0131 kullan\u0131l\u0131r. Bu, t\u00fcm d\u00fc\u011f\u00fcmler i\u00e7in gerekli donat\u0131 alan\u0131 minimumdan k\u00fc\u00e7\u00fckse, t\u00fcm kabuk elemanlar\u0131n\u0131n tek bir renkle boyal\u0131 g\u00f6r\u00fcnece\u011fi anlam\u0131na gelir.<\/span><\/div>\n
                                      <\/div>\n
                                      \n
                                      <\/div>\n
                                      <\/div>\n
                                      Yukar\u0131daki resim, Gerekli \u00dcst Donat\u0131 Alan\u0131n\u0131<\/b> yerel eksen 2 do\u011frultusunda g\u00f6sterir. Bu g\u00f6r\u00fcnt\u00fc, <\/span>Donat\u0131 Konturlar\u0131nda Min. As’\u0131 G\u00f6ster<\/b> se\u00e7ene\u011fi i\u015faretli de\u011filken<\/u> ge\u00e7erlidir.<\/span>Maksimum de\u011ferin 6.25 cm2\/m, minimum de\u011ferin ise s\u0131f\u0131r oldu\u011funa dikkat edin. Minimum de\u011fer s\u0131f\u0131rd\u0131r \u00e7\u00fcnk\u00fc konturlar yaln\u0131zca \u00fcst donat\u0131lar\u0131 g\u00f6stermektedir. Pozitif moment b\u00f6lgeleri s\u0131f\u0131r de\u011feriyle g\u00f6sterilir. <\/span><\/div>\n
                                      <\/div>\n
                                      <\/div>\n
                                      <\/div>\n
                                      Yukar\u0131daki resimde Donat\u0131 Konturlar\u0131nda Min. As’\u0131 G\u00f6ster <\/b>se\u00e7ene\u011fi i\u015faretlidir<\/u>. Lejanttaki minimum de\u011ferin, d\u00f6\u015feme i\u00e7in y\u00f6netmelik minimum de\u011feri olan 4.03 cm2\/m oldu\u011funa dikkat edin. Minimum de\u011ferin alt\u0131ndaki gerekli alan bast\u0131r\u0131l\u0131r ve mavi renkle (minimum rengi) g\u00f6sterilir. Minimum de\u011ferin \u00fczerindeki gerekli donat\u0131 alan\u0131 de\u011ferleri lejanta g\u00f6re renklendirilir.<\/span>
                                      <\/div>\n<\/div>\n<\/div>\n

                                      Lejantlar<\/span>
                                      <\/h3>\n
                                      <\/div>\n
                                      <\/div>\n
                                      Lejant d\u00fc\u011fmesi etkinle\u015ftirildi\u011finde ekranda bir lejant g\u00f6r\u00fcnt\u00fclenir. \u201c <\/span>\u0130ndeks Say\u0131s\u0131<\/span><\/i>\u201d de\u011feri, konturlara g\u00f6re aral\u0131k de\u011ferini g\u00f6sterecek \u015fekilde ayarlanabilir. Lejant\u0131n konumu ve boyutu, lejant panelindeki \u201c <\/span>Konum<\/span><\/i>\u201d ve \u201c <\/span>Boyut<\/span><\/i>\u201d alanlar\u0131yla kolayca kontrol edilebilir.<\/span><\/div>\n<\/div>\n

                                      Detaylar<\/span><\/h2>\n
                                      <\/div>\n

                                      \u00d6zellikler 
                                      <\/span><\/h3>\n
                                      "\u00d6zellikler"i etkinle\u015ftirip bir eleman \/ kabuk eleman se\u00e7ildi\u011finde; malzeme \u00f6zellikleri, d\u00fc\u011f\u00fcmler ve analiz sonu\u00e7lar\u0131 gibi detay de\u011ferler g\u00f6sterilir (a\u015fa\u011f\u0131daki gibi). <\/span><\/div>\n
                                      <\/div>\n
                                      <\/div>\n

                                      Detayl\u0131 Konturlar <\/span><\/h3>\n
                                      "Detayl\u0131 Konturlar"\u0131 etkinle\u015ftirip bir kabuk eleman se\u00e7ildi\u011finde, kabuk d\u00fc\u011f\u00fcmlerinin de\u011ferlerini g\u00f6steren "Konturlar" Detaylar\u0131 a\u00e7\u0131l\u0131r (a\u015fa\u011f\u0131daki gibi).<\/span><\/div>\n
                                      <\/div>\n
                                      <\/div>\n

                                      D\u00f6\u015feme \u015eeridi Diyagram\u0131<\/span>
                                      <\/h2>\n
                                      Bir Sonlu Eleman (FE) \u015eeridi<\/u><\/a> olu\u015fturulmu\u015fsa, her iki analiz t\u00fcr\u00fc de ger\u00e7ekle\u015ftirilmi\u015f olmak kayd\u0131yla, hem Bina Analizi hem de FE D\u00f6\u015feme Analizi Sonu\u00e7lar\u0131 i\u00e7in d\u00f6\u015feme \u015feridi sonu\u00e7 diyagram\u0131 g\u00f6r\u00fcnt\u00fclenebilir. D\u00f6\u015feme \u015eeridi Profilleri; kiri\u015f, kolon ve \u00e7er\u00e7eve eleman\u0131 sonu\u00e7 diyagramlar\u0131 gibi g\u00f6r\u00fcnt\u00fclenebilir. <\/span><\/div>\n
                                      Plan g\u00f6r\u00fcn\u00fc\u015f\u00fcnde d\u00f6\u015feme \u015feridi diyagram\u0131n\u0131 incelemek i\u00e7in: <\/span><\/div>\n
                                        \n
                                      1. Modelde Bina Analizi kullan\u0131l\u0131yorsa, d\u00f6\u015femelerin Bina Analizinde a\u011fa (mesh) b\u00f6l\u00fcnd\u00fc\u011f\u00fcnden emin olun. <\/span><\/li>\n
                                      2. Analiz tamamland\u0131ktan sonra, model g\u00f6r\u00fcn\u00fc\u015f\u00fcnde FE D\u00f6\u015feme \u015eeridi nesnesini se\u00e7in.  <\/span><\/li>\n
                                      3. Sa\u011f t\u0131klay\u0131p "<\/span>\u015eerit Profili<\/span><\/i><\/b>"’n\u0131 se\u00e7in<\/span><\/li>\n
                                      4. Alternatif olarak, d\u00f6\u015feme \u015feridi diyagram\u0131; d\u00f6\u015feme \u015feridi se\u00e7ildi\u011finde g\u00f6r\u00fcnen ba\u011flamsal \u015ferit (ribbon) sekmesindeki ayn\u0131 men\u00fc d\u00fc\u011fmesi \u00fczerinden de olu\u015fturulabilir.  <\/span><\/li>\n<\/ol>\n
                                        <\/span>      <\/span><\/span> <\/span><\/div>\n
                                        <\/span><\/div>\n
                                        Analitik Modelde d\u00f6\u015feme \u015feridi diyagram\u0131n\u0131 incelemek i\u00e7in:<\/span><\/div>\n
                                          \n
                                        1. Analitik Modeli \u015funun i\u00e7in a\u00e7\u0131n: <\/span>FE D\u00f6\u015feme Modeli<\/span><\/u> veya <\/span>Bina Analizi<\/span><\/u><\/li>\n
                                        2. \u015eu sekmeye gidin: <\/span>Sonu\u00e7<\/span><\/i><\/b> sekmesi; incelemek istedi\u011finiz d\u00f6\u015feme \u015feridini <\/span>D\u00f6\u015feme \u015eeridi Listesi<\/span><\/i><\/b>‘nden se\u00e7in. Bu i\u015flem, se\u00e7ilen \u015feridin moment diyagramlar\u0131n\u0131 analitik g\u00f6r\u00fcn\u00fc\u015fte g\u00f6sterir.<\/span><\/li>\n
                                        3. Detayl\u0131 profili g\u00f6r\u00fcnt\u00fclemek i\u00e7in analitik modelde bir d\u00f6\u015feme \u015feridi se\u00e7in, sa\u011f t\u0131klay\u0131n > "<\/span>D\u00f6\u015feme \u015eeridi Diyagram\u0131 Profili<\/span><\/b><\/i>"’n\u0131 se\u00e7in<\/span><\/li>\n<\/ol>\n
                                          \n
                                          <\/div>\n
                                          <\/div>\n<\/div>\n
                                          <\/div>\n
                                          <\/div>\n
                                          Program, \u015fu 3 farkl\u0131 sonu\u00e7 toplama y\u00f6ntemini sunar: <\/span>Maksimum<\/span><\/b>, <\/span>\u0130ntegral<\/span><\/b> ve <\/span>\u015eerit Hatt\u0131<\/span><\/b>. <\/span>
                                          <\/span><\/div>\n
                                          <\/span><\/div>\n
                                          \n\n\n\n\n\n\n
                                          \n
                                          <\/span><\/div>\n

                                          Yakla\u015f\u0131m<\/span><\/span><\/b><\/p>\n


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

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

                                          A\u00e7\u0131klama <\/span><\/span><\/b><\/p>\n


                                          <\/span><\/div>\n<\/td>\n<\/tr>\n
                                          \n

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

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


                                          <\/span><\/div>\n<\/td>\n
                                          		\n
                                          <\/div>\n
                                          \u015eerit sonucu hesaplamas\u0131nda, her istasyondaki enine d\u00fc\u011f\u00fcmlerin maksimum de\u011ferleri kullan\u0131l\u0131r.<\/span><\/span><\/div>\n

                                          <\/span><\/div>\n<\/td>\n<\/tr>\n
                                          \n

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

                                          \u0130ntegral<\/span><\/span><\/p>\n


                                          <\/span><\/div>\n<\/td>\n
                                          		\n
                                          <\/div>\n
                                          Enine d\u00fc\u011f\u00fcm sonu\u00e7lar\u0131n\u0131n integralini hesaplayarak daha ekonomik ve d\u00fczg\u00fcnle\u015ftirilmi\u015f de\u011ferler elde eder.<\/span><\/span><\/div>\n

                                          Not<\/span><\/span><\/b>: Bu y\u00f6ntem yaln\u0131zca \u201cSabit \u015eerit\u201d bantlar\u0131nda kullan\u0131labilir.<\/span><\/span><\/p>\n


                                          <\/span><\/div>\n<\/td>\n<\/tr>\n
                                          \n

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

                                          \u015eerit Hatt\u0131<\/span><\/span><\/p>\n


                                          <\/span><\/div>\n<\/td>\n
                                          		\n
                                          <\/div>\n
                                          Bu y\u00f6ntem yaln\u0131zca kontrol ama\u00e7l\u0131d\u0131r ve enine d\u00fc\u011f\u00fcmleri hesaba katmadan de\u011ferleri tam olarak istasyon d\u00fc\u011f\u00fcm\u00fcnde g\u00f6stermektedir<\/span><\/span>.<\/span><\/div>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
                                          <\/div>\n
                                          <\/div>\n
                                          <\/div>\n
                                          \"Fikir\"<\/p>\n
                                          Bu ilgili makaleler faydal\u0131 olabilir: <\/span><\/div>\n
                                            \n
                                          1. Asmolen D\u00f6\u015femelerle \u00c7al\u0131\u015fma<\/a><\/li>\n
                                          2. D\u00f6\u015feme Analiz ve Tasar\u0131m Prosed\u00fcr\u00fc<\/a><\/li>\n<\/ol>\n

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

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

                                            FE D\u00f6\u015feme Analizi ile d\u00f6\u015femeler yaln\u0131zca d\u00fc\u015fey y\u00fckler alt\u0131nda, bina modelinden ba\u011f\u0131ms\u0131z olarak analiz edilip tasarlanabilir; kademeli indirgeme y\u00f6ntemi de ele al\u0131n\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":[30,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1680","wiki","type-wiki","status-publish","hentry","category-fe-analysis-of-floors","category-technical-manuals"],"yoast_head":"\nFE D\u00f6\u015feme Analizi ve Kademeli \u0130ndirgeme Y\u00f6ntemi Rehberi<\/title>\n<meta name=\"description\" content=\"FE D\u00f6\u015feme Analizini kullanarak d\u00f6\u015femeleri d\u00fc\u015fey y\u00fckler alt\u0131nda bina modelinden ba\u011f\u0131ms\u0131z analiz edin; 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