{"id":1721,"date":"2026-08-03T21:33:26","date_gmt":"2026-08-03T21:33:26","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kiris-kesit-tasarimi-genel-bakis\/"},"modified":"2026-08-03T21:33:26","modified_gmt":"2026-08-03T21:33:26","slug":"kiris-kesit-tasarimi-genel-bakis","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kiris-kesit-tasarimi-genel-bakis\/","title":{"rendered":"Kiri\u015f Kesit Tasar\u0131m\u0131 Genel Bak\u0131\u015f"},"content":{"rendered":"
\n
Kiri\u015f tasar\u0131m\u0131 bu b\u00f6l\u00fcmde ele al\u0131nacakt\u0131r. Bundan \u00f6nce, Bina Analizi’nin her zaman hatas\u0131z \u015fekilde ger\u00e7ekle\u015ftirilip tamamlanmas\u0131 gerekti\u011fini (kas\u0131tl\u0131 olarak olu\u015fturulan ve sonucu etkilemeyen baz\u0131 uyar\u0131lar g\u00f6z ard\u0131 edilebilir) ve kiri\u015f eleman tasar\u0131m\u0131na ge\u00e7ilmeden \u00f6nce bina davran\u0131\u015f\u0131n\u0131n kontrol edilip de\u011ferlendirilmesi gerekti\u011fini unutmay\u0131n (di\u011fer eleman tasar\u0131mlar\u0131nda oldu\u011fu gibi). <\/span><\/span><\/div>\n

<\/span><\/div>\n
Kiri\u015f kesit tasar\u0131m\u0131 a\u015fa\u011f\u0131daki b\u00f6l\u00fcmlerde ayr\u0131nt\u0131l\u0131 olarak a\u00e7\u0131klanm\u0131\u015ft\u0131r.<\/span><\/span><\/div>\n
    \n
  1. Kiri\u015f Kesit Tasar\u0131m\u0131 – Donat\u0131 Sekmesi<\/a><\/li>\n
  2. Kiri\u015f Kesit Tasar\u0131m\u0131 – Kiri\u015f Sekmesi<\/a><\/li>\n
  3. Kiri\u015f Kesit Tasar\u0131m\u0131 \u00d6zet Tablosu – Tasar\u0131m Sekmesi<\/a><\/li>\n
  4. Kiri\u015f Kesit Tasar\u0131m\u0131 \u00d6zet Tablosu – Gruplama Sekmesi<\/a><\/li>\n
  5. Kiri\u015f Tasar\u0131m\u0131 i\u00e7in G\u00f6z Ard\u0131 Edilebilir Kuvvetler<\/span><\/a><\/li>\n
  6. E\u011frisel \/ Dairesel Rampa Kiri\u015fi \u00d6rne\u011fi<\/span><\/a><\/li>\n
  7. Betonarme Kiri\u015fte Uzun S\u00fcreli Sehim Kontrol\u00fc<\/a><\/li>\n<\/ol>\n<\/div>\n

    Genel<\/span><\/span>
    <\/h2>\n
      \n
    1. Kiri\u015f Tasar\u0131m Ayarlar\u0131<\/a> \u00f6nceden <\/span>\u201cBina Yerle\u015fimi\u201d<\/span><\/b> sekmesi > <\/span>Ayarlar Merkezi<\/span><\/b> b\u00f6l\u00fcm\u00fcnden tan\u0131mlanabilir.<\/span><\/li>\n
    2. Beton ve \u00e7elik s\u0131n\u0131flar\u0131<\/span> Malzeme<\/a> b\u00f6l\u00fcm\u00fcnde \u00f6nceden tan\u0131mlanabilir; bu b\u00f6l\u00fcme <\/span>\u201cBina Yerle\u015fimi\u201d<\/span><\/b> sekmesinden ula\u015f\u0131labilir.<\/span><\/li>\n<\/ol>\n

      Kiri\u015f Tipleri<\/span><\/span>
      <\/h2>\n
      A\u015fa\u011f\u0131da, Tasar\u0131m<\/b> sekmesindeki kiri\u015f tipleri yer almaktad\u0131r:<\/span><\/div>\n
        \n
      1. Kat Kiri\u015fleri<\/span><\/b><\/u> :<\/span><\/b> Kat kiri\u015fi kesit tasar\u0131m\u0131 \u00f6zet tablosuna eri\u015fmek i\u00e7indir. 0. kattan yukar\u0131daki t\u00fcm kiri\u015fler burada tablo halinde listelenir.<\/span>
        <\/u><\/li>\n<\/ol>\n
          \n
        1. Nerv\u00fcr Kiri\u015fleri<\/span><\/b><\/u> :<\/span><\/b> Nerv\u00fcr kiri\u015fi kesit tasar\u0131m\u0131 \u00f6zet tablosuna eri\u015fmek i\u00e7indir. 0. kattan yukar\u0131daki t\u00fcm nerv\u00fcr kiri\u015fleri burada tablo halinde listelenir.<\/span>
          <\/u><\/li>\n<\/ol>\n
            \n
          1. Temel Kiri\u015fleri<\/span><\/b><\/u> : <\/span><\/b>Temel kiri\u015fi kesit tasar\u0131m\u0131 \u00f6zet tablosuna eri\u015fmek i\u00e7indir. 0. kattaki t\u00fcm kiri\u015fler burada tablo halinde listelenir.
            "Sonlu Eleman Radye Temel Analizi" tamamland\u0131ktan sonra, analiz edilen kuvvetin "Kiri\u015f Kesit Tasar\u0131m\u0131" mod\u00fcl\u00fcne aktar\u0131ld\u0131\u011f\u0131ndan emin olmak i\u00e7in <\/span>"Temel Kiri\u015fi Sonu\u00e7lar\u0131n\u0131 Aktar" <\/span><\/b>se\u00e7ilmelidir.
            Binada \u015ferit temel kullan\u0131l\u0131yorsa, \u00f6nce <\/span>\u201c\u015eerit Temel Hesaplar\u0131\u201d <\/span><\/b>tamamlanmal\u0131d\u0131r. <\/span>
            <\/u><\/li>\n<\/ol>\n

            Kiri\u015f Tasar\u0131m Kuvvetleri Nas\u0131l Olu\u015fturulur<\/span><\/span>
            <\/span><\/h2>\n
            "Kat Kiri\u015fi Kesit Tasar\u0131m\u0131 ve Detayland\u0131rma"<\/span> mod\u00fcl\u00fc, donat\u0131y\u0131 hesaplamak i\u00e7in her kiri\u015f i\u00e7in alt\u0131<\/span><\/b> \u201cTasar\u0131m Momenti\u201d<\/span> ve iki<\/span><\/b> \u201cTasar\u0131m Kesme Kuvveti\u201d<\/span> de\u011ferine ihtiya\u00e7 duyar.<\/span>
            <\/span><\/div>\n
            Bu e\u011filme momentleri, en kritik \u00e7ekme de\u011ferlerini \u015fu noktalarda olu\u015fturur:<\/span>
            <\/span><\/div>\n
              \n
            1. Sol mesnet \u00fcst\u00fc<\/span>
              <\/span><\/li>\n
            2. Sa\u011f mesnet \u00fcst\u00fc<\/span>
              <\/span><\/li>\n
            3. Kiri\u015fin a\u00e7\u0131kl\u0131k \u00fcst\u00fc<\/span>
              <\/span><\/li>\n
            4. Sol mesnet alt\u0131<\/span>
              <\/span><\/li>\n
            5. Sa\u011f mesnet alt\u0131<\/span>
              <\/span><\/li>\n
            6. Kiri\u015fin a\u00e7\u0131kl\u0131k alt\u0131.<\/span><\/li>\n<\/ol>\n
              \n
              E\u011filme momenti, \u00fcst kenar i\u00e7in \u00fc\u00e7 b\u00f6lgede kontrol edilir:<\/span><\/u><\/b>
              <\/span><\/div>\n
                \n
              1. Sol (u\u00e7 b\u00f6lgedeki en olumsuz kuvvetler \u2010 net a\u00e7\u0131kl\u0131\u011f\u0131n %25’i)
                <\/span><\/li>\n
              2. Orta (orta b\u00f6lgedeki en olumsuz kuvvetler \u2010 net a\u00e7\u0131kl\u0131\u011f\u0131n %50’si)
                <\/span><\/li>\n
              3. Sa\u011f (u\u00e7 b\u00f6lgedeki en olumsuz kuvvetler \u2010 net a\u00e7\u0131kl\u0131\u011f\u0131n %25’i)<\/span><\/li>\n<\/ol>\n
                                        <\/div>\n
                <\/div>\n
                Benzer \u015fekilde, e\u011filme momenti alt kenar i\u00e7in de \u00fc\u00e7 b\u00f6lgede kontrol edilir:<\/span><\/u><\/b>
                <\/span><\/div>\n

                <\/span><\/div>\n
                      4. Sol (u\u00e7 b\u00f6lgedeki en olumsuz kuvvetler \u2010 net a\u00e7\u0131kl\u0131\u011f\u0131n %15’i)<\/span>
                <\/span><\/div>\n
                      5. Orta (orta b\u00f6lgedeki en olumsuz kuvvetler \u2010 net a\u00e7\u0131kl\u0131\u011f\u0131n %70’i)<\/span>
                <\/span><\/div>\n
                      6. Sa\u011f (u\u00e7 b\u00f6lgedeki en olumsuz kuvvetler \u2010 net a\u00e7\u0131kl\u0131\u011f\u0131n %15’i))<\/span><\/div>\n
                <\/div>\n<\/div>\n
                <\/div>\n","protected":false},"excerpt":{"rendered":"

                ProtaStructure’da kiri\u015f kesit tasar\u0131m\u0131 mod\u00fcl\u00fc; kat, nerv\u00fcr ve temel kiri\u015fi tiplerini, tasar\u0131m kuvvetlerinin nas\u0131l hesapland\u0131\u011f\u0131n\u0131 ve ilgili ayarlar\u0131 \u00f6zetler.<\/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":[34,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1721","wiki","type-wiki","status-publish","hentry","category-beam-section-design","category-technical-manuals"],"yoast_head":"\nKiri\u015f Kesit Tasar\u0131m\u0131 Genel Bak\u0131\u015f - ProtaStructure Rehberi<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da kiri\u015f kesit tasar\u0131m\u0131 s\u00fcrecini, kiri\u015f tiplerini ve tasar\u0131m kuvvetlerinin nas\u0131l olu\u015fturuldu\u011funu \u00f6\u011frenin. 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