{"id":1761,"date":"2026-08-03T21:33:53","date_gmt":"2026-08-03T21:33:53","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/analitik-serit-moment-katsayisi-yontemi-ps-2022\/"},"modified":"2026-08-03T21:33:53","modified_gmt":"2026-08-03T21:33:53","slug":"analitik-serit-moment-katsayisi-yontemi-ps-2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/analitik-serit-moment-katsayisi-yontemi-ps-2022\/","title":{"rendered":"Analitik \u015eerit Moment Katsay\u0131s\u0131 Y\u00f6ntemi PS 2022"},"content":{"rendered":"
\n
Analitik \u015ferit, se\u00e7ilen y\u00f6netmeli\u011fe dayal\u0131 moment katsay\u0131s\u0131 y\u00f6ntemine g\u00f6re kiri\u015fler veya perdeler taraf\u0131ndan desteklenen masif d\u00f6\u015femelerin analiz ve tasar\u0131m\u0131nda kullan\u0131labilir. <\/span><\/div>\n
<\/div>\n
\"Notlar\"<\/p>\n
Kapsam ve S\u0131n\u0131rlama: <\/span><\/b>
<\/span><\/div>\n
    \n
  1. Moment katsay\u0131s\u0131 y\u00f6ntemi, se\u00e7ilen y\u00f6netmelikte belirtildi\u011fi gibi esas olarak dikd\u00f6rtgen veya kareye yak\u0131n d\u00f6\u015femeler i\u00e7in ge\u00e7erlidir. \u00d6rne\u011fin \u0130ngiliz y\u00f6netmeli\u011fi se\u00e7ildi\u011finde, moment katsay\u0131s\u0131 BS8110’daki Tablo 3.14’e dayan\u0131r.<\/span><\/li>\n
  2. \u00dc\u00e7gen veya poligon gibi d\u00fczensiz \u015fekilli d\u00f6\u015femeler i\u00e7in uygun de\u011fildir; m\u00fchendislik de\u011ferlendirmesi yaparak, d\u00f6\u015feme a\u011f\u0131 olu\u015fturularak yap\u0131lan Sonlu Eleman D\u00f6\u015feme Analizi gibi ba\u015fka uygun bir d\u00f6\u015feme analiz ve tasar\u0131m y\u00f6ntemi kullan\u0131n. <\/span>
    <\/span><\/li>\n
  3. Herhangi bir d\u00f6\u015feme i\u00e7in, hangi a\u00e7\u0131da olursa olsun, 2 dik \u015feridin \u00e7izilmesi kullan\u0131c\u0131n\u0131n sorumlulu\u011fundad\u0131r. Bir \u015ferit eksik oldu\u011funda d\u00f6\u015feme tasar\u0131m\u0131 uyar\u0131 vermez. <\/span><\/li>\n
  4. Program, tamamen tek y\u00f6nl\u00fc \u00e7al\u0131\u015fan d\u00f6\u015femeleri kapsamaz. ly\/lx oran\u0131 2,0’dan b\u00fcy\u00fck oldu\u011funda, kullan\u0131lan mesnet fakt\u00f6r\u00fc s\u00fcrekli kenar boyunca al\u0131nan en b\u00fcy\u00fck de\u011ferdir. <\/span><\/span><\/li>\n<\/ol>\n

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

    \n
    <\/div>\n<\/div>\n
    Genel prosed\u00fcr \u015fu \u015fekildedir: 
    <\/span><\/div>\n
      \n
    1. Do\u011fru d\u00f6\u015feme kenar s\u00fcreklili\u011finin D\u00f6\u015feme \u00d6zellikleri > <\/span>Tip <\/span><\/b>sekmesinde ayarland\u0131\u011f\u0131ndan emin olun.
      <\/span><\/li>\n
    2. Modelleme sekmesindeki <\/span>D\u00f6\u015feme \u015eeridi<\/span><\/b> simgesine t\u0131klay\u0131n. "<\/span>Analitik \u015eerit<\/span><\/b>" se\u00e7ene\u011finin D\u00f6\u015feme \u015eeridi \u00d6zellikleri > <\/span>Tip <\/span><\/b>alan\u0131nda se\u00e7ili oldu\u011fundan emin olun (Sonlu Eleman de\u011fil)
      <\/span>
      <\/span><\/li>\n
    3. T\u00fcm parametrelerin, \u00f6zellikle <\/span>Ba\u015flang\u0131\u00e7 <\/span><\/b>ve <\/span>Biti\u015f Ko\u015fulunun <\/span><\/b>do\u011fru ayarland\u0131\u011f\u0131ndan emin olun. Daha fazla ayr\u0131nt\u0131 i\u00e7in bak\u0131n:<\/span> D\u00f6\u015feme \u015eeritleri ile \u00c7al\u0131\u015fma<\/span><\/a><\/li>\n
    4. Kiri\u015fler veya perdeler taraf\u0131ndan desteklenen d\u00f6\u015femelerin i\u00e7inden ge\u00e7irerek, 2 nokta t\u0131klayarak d\u00f6\u015feme \u015feridini \u00e7izin. 
      <\/span><\/li>\n
    5. \u015eeridin ge\u00e7ti\u011fi d\u00f6\u015feme otomatik olarak analiz edilir ve tasarlan\u0131r. \u015eerit \u00e7izilir \u00e7izilmez, Moment Katsay\u0131s\u0131 Y\u00f6ntemine g\u00f6re hesaplanan donat\u0131lar ekranda g\u00f6sterilir. 
      <\/span><\/li>\n<\/ol>\n

      Belirli bir d\u00f6\u015feme i\u00e7in d\u00f6\u015feme analizi ve tasar\u0131m raporu olu\u015fturma: <\/b><\/span><\/h1>\n
        \n
      1. \u015eu sekmeye gidin: <\/span>Tasar\u0131m<\/span><\/b> > <\/span>D\u00f6\u015feme Analizi ve Tasar\u0131m\u0131.<\/span><\/b>
        <\/span><\/li>\n
      2. D\u00f6\u015feme \u015feridini se\u00e7ip <\/span>Etkile\u015fimli Tasar\u0131m <\/span> simgesine t\u0131klad\u0131\u011f\u0131n\u0131zda, <\/span><\/b> d\u00f6\u015femenin etiketi, d\u00f6\u015feme tipi, d\u00f6\u015feme boyutlar\u0131, d\u00f6\u015feme tasar\u0131m\u0131 ve analiz sonu\u00e7lar\u0131 g\u00f6sterilir. Kullan\u0131c\u0131lar d\u00f6\u015feme donat\u0131s\u0131n\u0131 buradan manuel olarak ayarlayabilir. <\/span>
        <\/li>\n
      3. D\u00f6\u015feme analizi ve tasar\u0131m\u0131n\u0131n \u00e7\u0131kt\u0131s\u0131, <\/span>Rapor<\/span><\/b> d\u00fc\u011fmesine t\u0131klanarak rapor bi\u00e7iminde olu\u015fturulabilir.<\/span><\/li>\n<\/ol>\n
        <\/div>\n

        Toplu d\u00f6\u015feme analizi ve tasar\u0131m raporlar\u0131 olu\u015fturma: <\/span><\/h1>\n
          \n
        1. \u015eu sekmeye gidin: <\/span>Tasar\u0131m<\/span><\/b> > <\/span>D\u00f6\u015feme Analizi ve Tasar\u0131m\u0131 <\/span><\/b>><\/span> D\u00f6\u015feme \u015eeridi Tasar\u0131m\u0131 (Toplu Mod) d\u00fc\u011fmesine t\u0131klay\u0131n <\/span><\/b>
          <\/span><\/li>\n
        2. Yaln\u0131zca ge\u00e7erli kattaki d\u00f6\u015femeleri analiz etmek istiyorsan\u0131z, \u201cD\u00f6\u015feme Analizi ve Tasar\u0131m\u0131\u201d diyalog penceresinde \u201cT\u00fcm Katlar\u201d kutusu i\u015faretli olmamal\u0131d\u0131r. Bu se\u00e7enek i\u015faretlenirse, binadaki t\u00fcm d\u00f6\u015femeler hesaplamalara dahil edilir.<\/span>
          <\/span><\/li>\n
        3. \u0130\u015flemi \u00e7al\u0131\u015ft\u0131rmak i\u00e7in "Tasar\u0131m" d\u00fc\u011fmesine bas\u0131n.<\/span><\/li>\n
        4. <\/span>Tasar\u0131m Raporu <\/span><\/b>d\u00fc\u011fmesine t\u0131klay\u0131n <\/span><\/li>\n
        5. \u201cD\u00f6\u015feme Analizi ve Tasar\u0131m\u0131\u201d penceresini kapatt\u0131\u011f\u0131n\u0131zda, donat\u0131lar plan g\u00f6r\u00fcn\u00fc\u015fe eklenir veya (zaten mevcutsa) g\u00fcncellenir.
          <\/span><\/li>\n<\/ol>\n
          \n
          \"Bilgi\"<\/p>\n
          Nihai y\u00fck katsay\u0131lar\u0131, binan\u0131n analizinde kullan\u0131lan Standart Y\u00fck Kombinasyonunda tan\u0131mlanan ilk y\u00fck kombinasyonu kullan\u0131larak elde edilir. \u00d6zel bir y\u00fck kombinasyonu kullan\u0131ld\u0131\u011f\u0131nda, ilk kombinasyonun do\u011fru y\u00fck katsay\u0131lar\u0131n\u0131 yans\u0131tmas\u0131na \u00f6zellikle dikkat edilmelidir.<\/span><\/div>\n

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

          \"Notlar\"<\/p>\n
          Her d\u00f6\u015feme i\u00e7in a\u00e7\u0131kl\u0131k donat\u0131lar\u0131, o d\u00f6\u015feme i\u00e7in hesaplanan a\u00e7\u0131kl\u0131k momentine g\u00f6re se\u00e7ilir. Mesnet donat\u0131lar\u0131n\u0131n hesab\u0131nda, yeniden da\u011f\u0131t\u0131m sonras\u0131nda biti\u015fik iki d\u00f6\u015femenin en b\u00fcy\u00fck mesnet momenti esas al\u0131n\u0131r. Mesnette gereken donat\u0131 alan\u0131 belirlendikten sonra, a\u00e7\u0131kl\u0131klardan gelip mesnetten ge\u00e7en donat\u0131lar\u0131n alan\u0131 hesaplan\u0131r. Bu donat\u0131lar mesnette gereken alan\u0131 kar\u015f\u0131lam\u0131yorsa, ek mesnet donat\u0131s\u0131 sa\u011flan\u0131r.     <\/span><\/div>\n

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

          \n

          Analitik \u015eerit Kullan\u0131larak Yap\u0131lan D\u00f6\u015feme Analizi ve Tasar\u0131m\u0131 Demo Videosu<\/span>
          <\/h1>\n
          <\/div>\n<\/div>\n<\/div>\n
          <\/div>\n","protected":false},"excerpt":{"rendered":"

          Kiri\u015f veya perde ile desteklenen d\u00f6\u015femelerin, moment katsay\u0131s\u0131 y\u00f6ntemine g\u00f6re analitik \u015ferit kullan\u0131larak nas\u0131l analiz edilip tasarlanaca\u011f\u0131 anlat\u0131l\u0131r.<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"[{\"url\":\"https:\/\/www.youtube.com\/watch?v=jt5AGKEzTcQ\",\"thumbnail\":\"https:\/\/i.ytimg.com\/vi\/jt5AGKEzTcQ\/default.jpg\",\"type\":\"video\",\"title\":\"21 Slab Analysis & Design, Analytical \/ Moment Coefficient Method\"}]","_whitepaper_youtube_url":"https:\/\/www.youtube.com\/watch?v=jt5AGKEzTcQ","_whitepaper_youtube_thumbnail":"https:\/\/i.ytimg.com\/vi\/jt5AGKEzTcQ\/default.jpg","footnotes":""},"categories":[38,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1761","wiki","type-wiki","status-publish","hentry","category-analysis-and-design-of-slabs","category-technical-manuals"],"yoast_head":"\nAnalitik \u015eerit Y\u00f6ntemi ile D\u00f6\u015feme Analizi ve Tasar\u0131m\u0131<\/title>\n<meta name=\"description\" content=\"Analitik \u015ferit y\u00f6ntemiyle kiri\u015f ve perde destekli d\u00f6\u015femelerin moment katsay\u0131s\u0131na g\u00f6re analiz ve tasar\u0131m\u0131n\u0131 PS 2022'de \u00f6\u011frenin, ad\u0131mlar\u0131 rehberden inceleyin.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" 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