{"id":1679,"date":"2026-08-03T21:32:58","date_gmt":"2026-08-03T21:32:58","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kolon-perde-rijitlik-faktorleri-catlama-sunme\/"},"modified":"2026-08-03T21:32:58","modified_gmt":"2026-08-03T21:32:58","slug":"kolon-perde-rijitlik-faktorleri-catlama-sunme","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kolon-perde-rijitlik-faktorleri-catlama-sunme\/","title":{"rendered":"Kolon ve Perde Model Tipleri: Rijitlik Fakt\u00f6rleri, \u00c7atlama ve S\u00fcnme"},"content":{"rendered":"

Rijitlik Fakt\u00f6rlerine Giri\u015f<\/span><\/span><\/h2>\n
Kiri\u015f, d\u00f6\u015feme, kolon ve perde rijitlik fakt\u00f6rleri, \u00e7atlama ve s\u00fcnme etkisini hesaba katmak i\u00e7in otomatik olarak ayarlanabilir.  Bu ama\u00e7la a\u015fa\u011f\u0131da a\u00e7\u0131klanan \u00c7atlama ve S\u00fcnme Hesaplay\u0131c\u0131s\u0131 ile otomatik bir hesaplama sa\u011flan\u0131r.
<\/span><\/div>\n
<\/div>\n
Maksimum esneklik i\u00e7in gerekirse rijitlik fakt\u00f6rleri tek tek de tan\u0131mlanabilir.<\/span><\/div>\n
\"\u0130pucu\"<\/p>\n
Kullan\u0131c\u0131lar\u0131n \u015fu k\u0131lavuzu da okumas\u0131 \u00f6nerilir:<\/span> Etkin Rijitlik D\u00fczeltme Fakt\u00f6rleri<\/a> Tasar\u0131m K\u0131lavuzu.
Tasar\u0131m k\u0131lavuzunda verilen \u00f6rnek, bu kavram\u0131 kullan\u0131c\u0131lara a\u00e7\u0131klamada <\/span>yard\u0131mc\u0131 olacakt\u0131r.  <\/span><\/span><\/div>\n

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


<\/span><\/div>\n
Yukar\u0131da belirtilen makalede ve \u015fu makalede a\u00e7\u0131kland\u0131\u011f\u0131 gibi<\/span> Modelleme, Analiz ve Tasar\u0131m Ak\u0131\u015f \u015eemas\u0131<\/a>, eleman ve d\u00f6\u015feme kuvvetlerini elde etmek i\u00e7in 2 analiz yolu bulunur:<\/span><\/div>\n
\n
1.  D\u00f6\u015femeyi a\u011fa b\u00f6lme se\u00e7ene\u011fi i\u00e7eren Bina Analizi. <\/span><\/div>\n
     <\/span>– Bunun i\u00e7in Analiz<\/b> \u015feridine gidin >  Bina Analizi<\/b>‘ne t\u0131klay\u0131n >  Model Se\u00e7enekleri<\/b> sekmesi > D\u00f6\u015feme Modeli <\/b>sekmesi > Modelde D\u00f6\u015femeleri Dahil Et<\/a> se\u00e7ene\u011fini i\u015faretleyin<\/span><\/div>\n
2.  D\u00f6\u015femelerin a\u011fa b\u00f6l\u00fcnmesi gereken Sonlu Eleman D\u00f6\u015feme Analizi.  <\/span><\/div>\n
    –  Bunun i\u00e7in Analiz \u015feridine gidin > Sonlu Eleman D\u00f6\u015feme Analizi<\/a>‘ne t\u0131klay\u0131n<\/span><\/div>\n<\/blockquote>\n
2. y\u00f6ntemde, Sonlu Eleman D\u00f6\u015feme Analizi diyalo\u011funda, \u00c7atlama ve S\u00fcnme fakt\u00f6r\u00fcn\u00fc tahmin eden bir fonksiyon bulunur (a\u015fa\u011f\u0131daki gibi).<\/span><\/div>\n
<\/div>\n
<\/div>\n
<\/div>\n

\u00c7atlama ve S\u00fcnme Hesaplay\u0131c\u0131s\u0131 <\/span><\/span><\/h2>\n
<\/span>"\u00c7atlama ve S\u00fcnme"<\/span><\/i> butonu, sonlu eleman modeline uygulanan bir rijitlik fakt\u00f6r\u00fcn\u00fc hesaplamak i\u00e7in kullan\u0131l\u0131r. Bu fakt\u00f6r\u00fcn amac\u0131, toplam uzun d\u00f6nem beton d\u00f6\u015feme sehimi tahmini belirlenirken s\u00fcnme, \u00e7atlama ve r\u00f6tre etkilerini hesaba katmakt\u0131r. 
<\/span><\/div>\n

<\/span><\/div>\n
Toplam uzun d\u00f6nem beton d\u00f6\u015feme sehimi de\u011ferlendirilirken dikkat edilmesi gereken \u00f6nemli noktalar:
<\/span><\/div>\n
    \n
  1. Toplam sehim tahmini, G+Q*F kombinasyonu incelenerek elde edilir.
    <\/span><\/li>\n
  2. \u00d6nerilen rijitlik fakt\u00f6rleri y\u00fck fakt\u00f6rlerini de hesaba katar \u2013 g\u00f6sterilen sehimler bir kullan\u0131labilirlik tahminidir. (Sehimlerde ayr\u0131ca bir d\u00fczeltme yap\u0131lmas\u0131na gerek yoktur.)
    <\/span><\/li>\n
  3. \u00d6nerilen rijitlik fakt\u00f6r\u00fc d\u00fczeltmesi kullan\u0131l\u0131yorsa, G veya Q sehimlerine tek tek bakman\u0131n hi\u00e7bir de\u011feri yoktur.  (Bu sonu\u00e7lar, farkl\u0131 d\u00fczeltme fakt\u00f6rlerine dayal\u0131 kendi sehim tahmin y\u00f6ntemlerini kullanan m\u00fchendisler i\u00e7in g\u00f6r\u00fcn\u00fcr b\u0131rak\u0131lm\u0131\u015ft\u0131r.)
    <\/span><\/li>\n
  4. S\u00fcnme ve \u00e7atlama etkilerinin sabit ve hareketli y\u00fcklere e\u015fit \u015fekilde uygulanmad\u0131\u011f\u0131 bilinmelidir; bu nedenle tek ba\u015f\u0131na G ve Q sehim grafikleri, incelenecekse bile b\u00fcy\u00fck dikkatle de\u011ferlendirilmelidir.
    <\/span><\/li>\n
  5. Bu y\u00f6ntemle belirlenen toplam sehim a\u00e7\u0131kl\u0131k\/250 de\u011ferinden b\u00fcy\u00fckse, d\u00f6\u015feme genellikle \u00e7ok ince kabul edilebilir.
    <\/span><\/li>\n
  6. Prota’n\u0131n g\u00f6r\u00fc\u015f\u00fc, sehimin bu basit, k\u00f6kl\u00fc ve kabul g\u00f6rm\u00fc\u015f \u015fekilde de\u011ferlendirilmesinin \u00e7o\u011fu durumda en pragmatik yakla\u015f\u0131m oldu\u011fudur. (Daha fazla bilgi i\u00e7in Concrete Centre’\u0131n \u201cHow to design reinforced concrete flat slabs using Finite Element Analysis\u201d k\u0131lavuzuna bak\u0131n.)
    <\/span><\/li>\n
  7. Sehimi kontrol etmek i\u00e7in donat\u0131 eklenmesi bazen g\u00fcndeme gelir. Bu, s\u00fcnme, \u00e7atlama ve r\u00f6trenin yeniden ele al\u0131nmas\u0131n\u0131 gerektiren daha teorik bir yakla\u015f\u0131md\u0131r. Yap\u0131lan ara\u015ft\u0131rmalar, bu yakla\u015f\u0131m\u0131n donat\u0131 eklenmeden her zaman kabul edilmi\u015f d\u00f6\u015feme kal\u0131nl\u0131klar\u0131n\u0131n asl\u0131nda kabul edilebilir oldu\u011funu kolayca kan\u0131tlayamad\u0131\u011f\u0131n\u0131 g\u00f6stermektedir. Sehimde k\u00fc\u00e7\u00fck bir y\u00fczde fark\u0131 yaratmak i\u00e7in de \u00e7ok fazla donat\u0131 eklemek gerekir. Bu nedenle, bu yakla\u015f\u0131m\u0131n geli\u015fig\u00fczel kullan\u0131lmas\u0131 gereksiz donat\u0131 belirtimine yol a\u00e7abilir.<\/span><\/li>\n<\/ol>\n
    Uygulanacak rijitlik fakt\u00f6r\u00fcn\u00fc hesaplamak i\u00e7in:<\/span><\/u><\/b><\/div>\n

    <\/u><\/b><\/div>\n
    <\/div>\n
      \n
    1. <\/span>\u201cY\u00fck Tipi\u201d<\/span><\/i>‘ni se\u00e7in (Konut\/Ofis veya Depolama).<\/span>
      <\/span><\/li>\n
    2. Mevcut kattaki <\/span>\u201cOrtalama\/Tipik Sabit Y\u00fck\u201d<\/span><\/i> de\u011ferini girin.<\/span>
      <\/span><\/li>\n
    3. Mevcut kattaki <\/span>\u201cOrtalama\/Tipik Hareketli Y\u00fck\u201d<\/span><\/i> de\u011ferini girin.<\/span>
      <\/span><\/li>\n
        \n
      1. Yukar\u0131daki girdilere g\u00f6re rijitlik fakt\u00f6r\u00fc i\u00e7in \u00f6nerilen bir aral\u0131k hesaplan\u0131r. Bu aral\u0131k, tasar\u0131m\u0131n yap\u0131ld\u0131\u011f\u0131 y\u00f6netmeli\u011fe de ba\u011fl\u0131d\u0131r.<\/span>
        <\/span><\/li>\n<\/ol>\n
      2. <\/span>\u201cUygulanacak Rijitlik Fakt\u00f6r\u00fc\u201d<\/span><\/i> diyalo\u011fun alt\u0131nda g\u00f6sterilir. Varsay\u0131lan de\u011fer, \u00f6nerilen aral\u0131ktaki en d\u00fc\u015f\u00fck de\u011ferdir.<\/span>
        <\/span><\/li>\n
      3. Rijitlik fakt\u00f6r\u00fcn\u00fc uygulamak i\u00e7in <\/span>\u201cTamam\u201d<\/span><\/i> butonuna t\u0131klay\u0131n.<\/span><\/li>\n<\/ol>\n
        Model Haz\u0131rlama sayfas\u0131nda, Kiri\u015f, D\u00f6\u015feme, Kolon ve Perde rijitlik fakt\u00f6rleri art\u0131k hesaplanan de\u011fere ayarlanm\u0131\u015f olur.<\/span><\/div>\n
        <\/div>\n
        <\/div>\n
        <\/div>\n
        \n
        \"Notlar\"<\/p>\n
        Rijitlik d\u00fczeltmeleri \u015fu referansa uygundur: <\/b><\/span>\u2018Concrete Centre yay\u0131n\u0131 \u2018How to design reinforced flat slabs using finite element analysis\u2019<\/b><\/span><\/i><\/span> <\/b>O Brooker taraf\u0131ndan, May\u0131s 2006 (k\u0131saca HTFS).
        <\/span><\/div>\n
          \n
        1. S\u00fcnme, \u00e7atlama ve r\u00f6tre, betonun uzun d\u00f6nem sehimini etkileyen fakt\u00f6rlerdir.
          <\/span><\/li>\n
        2. Bu fakt\u00f6rleri hesaba katmak i\u00e7in k\u0131sa d\u00f6nem E (Est) de\u011feri azalt\u0131lmal\u0131, analizde uzun d\u00f6nem de\u011feri (Elt) kullan\u0131lmal\u0131d\u0131r.<\/span><\/li>\n
        3. ProtaStructure’\u0131n otomatik \u00e7atlama ve s\u00fcnme hesaba katma i\u015flevi yukar\u0131daki rehberli\u011fi izler. \u00d6nerilen katsay\u0131 aral\u0131\u011f\u0131, fakt\u00f6rl\u00fc kombinasyon \u00f6telenmesini toplam uzun d\u00f6nem sehim i\u00e7in bir kullan\u0131labilirlik tahminine d\u00f6n\u00fc\u015ft\u00fcr\u00fcr.<\/span><\/li>\n<\/ol>\n

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

          Uygulanacak Rijitlik Fakt\u00f6r\u00fcn\u00fcn Hesaplanmas\u0131<\/span>
          <\/span><\/h2>\n
          \n\n\n\n\n\n\n\n\n\n\n\n
          \n
          Notasyon<\/span><\/span><\/span><\/div>\n<\/td>\n
          		\n

          <\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          G<\/span><\/span><\/div>\n<\/td>\n
          		\n
          Ortalama Tipik Sabit Y\u00fck<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          Q<\/span><\/span><\/div>\n<\/td>\n
          		\n
          Ortalama Tipik Hareketli Y\u00fck<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          Cg<\/span><\/span><\/div>\n<\/td>\n
          		\n
          Sabit Y\u00fck Fakt\u00f6r\u00fc<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          Cq<\/span><\/span><\/div>\n<\/td>\n
          		\n
          Hareketli Y\u00fck Fakt\u00f6r\u00fc<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          MCSF<\/span><\/span><\/div>\n<\/td>\n
          		\n
          Daha Muhafazak\u00e2r Rijitlik Fakt\u00f6r\u00fc<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          LCSF<\/span><\/span><\/div>\n<\/td>\n
          		\n
          Daha Az Muhafazak\u00e2r Rijitlik Fakt\u00f6r\u00fc<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          SR_lower<\/span><\/span><\/div>\n<\/td>\n
          		\n
          \u00d6nerilen Aral\u0131\u011f\u0131n Alt De\u011feri<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n
          \n
          SR_upper<\/span><\/span><\/div>\n<\/td>\n
          		\n
          \u00d6nerilen Aral\u0131\u011f\u0131n \u00dcst De\u011feri<\/span><\/span><\/div>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n
          <\/div>\n
          \n
          1) Y\u00fck Oran\u0131n\u0131 Hesaplay\u0131n<\/u><\/span><\/span>
          <\/u><\/span><\/div>\n

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

          <\/span><\/div>\n
          2) Rijitlik Fakt\u00f6rlerini Hesaplay\u0131n<\/span>
          <\/u><\/span><\/div>\n
               
          <\/span><\/div>\n
                <\/b><\/span>a) Konut\/ Ofis<\/b><\/span><\/span>
          <\/b><\/span><\/span>        <\/span><\/div>\n

          <\/span><\/div>\n
               <\/b><\/span> b) Depolama<\/b><\/span><\/span>
          <\/b><\/span><\/span>      <\/span><\/div>\n

          <\/span><\/div>\n
          3)  \u00d6nerilen Aral\u0131\u011f\u0131 Hesaplay\u0131n<\/span><\/u><\/span>
          <\/u><\/div>\n

          <\/span><\/div>\n
                a) Eurocode ve Ulusal Ekler
          <\/b><\/span><\/span><\/span><\/div>\n
                      <\/span><\/div>\n
                b) Di\u011fer Y\u00f6netmelikler (British Standard ve ACI)
          <\/b><\/span><\/span><\/span><\/div>\n
                      <\/span>
          <\/span><\/div>\n<\/div>\n
          <\/div>\n
          4) Uygulanacak Rijitlik Fakt\u00f6r\u00fc<\/span>
          <\/u><\/span><\/div>\n
          <\/div>\n<\/div>\n
          <\/div>\n","protected":false},"excerpt":{"rendered":"

          Kiri\u015f, d\u00f6\u015feme, kolon ve perde elemanlar\u0131nda \u00e7atlama ve s\u00fcnme etkisini hesaba katmak i\u00e7in rijitlik fakt\u00f6rlerinin otomatik hesaplanmas\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":[30,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1679","wiki","type-wiki","status-publish","hentry","category-fe-analysis-of-floors","category-technical-manuals"],"yoast_head":"\nRijitlik Fakt\u00f6rleri: \u00c7atlama ve S\u00fcnme Hesaplay\u0131c\u0131s\u0131<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da kiri\u015f, d\u00f6\u015feme, kolon ve perde i\u00e7in rijitlik fakt\u00f6r\u00fc hesaplamas\u0131n\u0131 \u00f6\u011frenin; \u00e7atlama ve s\u00fcnme etkisini otomatik olarak hesaplay\u0131n.\" \/>\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\/kolon-perde-rijitlik-faktorleri-catlama-sunme\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Kolon ve Perde Model Tipleri: Rijitlik Fakt\u00f6rleri, \u00c7atlama ve S\u00fcnme\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da kiri\u015f, d\u00f6\u015feme, kolon ve perde i\u00e7in rijitlik fakt\u00f6r\u00fc hesaplamas\u0131n\u0131 \u00f6\u011frenin; 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