{"id":1842,"date":"2026-08-03T21:34:47","date_gmt":"2026-08-03T21:34:47","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/doseme-tasarim-ayarlari-ps2022\/"},"modified":"2026-08-03T21:34:47","modified_gmt":"2026-08-03T21:34:47","slug":"doseme-tasarim-ayarlari-ps2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/doseme-tasarim-ayarlari-ps2022\/","title":{"rendered":"D\u00f6\u015feme Tasar\u0131m Ayarlar\u0131 – PS2022"},"content":{"rendered":"
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Genel<\/span><\/b><\/span><\/span>
<\/h1>\n
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D\u00f6\u015feme tasar\u0131m\u0131na ba\u015flamadan \u00f6nce d\u00f6\u015feme tasar\u0131m ayar\u0131n\u0131n \u00f6nceden belirlenmesi \u00f6nemlidir. Bu tasar\u0131m parametrelerinin \u00f6nceden ayarlanmas\u0131 kullan\u0131c\u0131lara \u00f6nemli \u00f6l\u00e7\u00fcde zaman kazand\u0131r\u0131r. Bu, d\u00f6\u015femelerin proje kriterlerine g\u00f6re do\u011fru tasarlanmas\u0131n\u0131 sa\u011flar.<\/span><\/span><\/div>\n

<\/span><\/span><\/div>\n
D\u00f6\u015feme Tasar\u0131m Ayar\u0131na eri\u015fmek i\u00e7in kullan\u0131c\u0131 <\/span><\/span>\u015furaya gidebilir: <\/span><\/span>"Yap\u0131 Yerle\u015fimi"<\/span><\/span><\/span> sekmesi > <\/span><\/span>"Ayarlar Merkezi" <\/span><\/span><\/span>> <\/span><\/span>"D\u00f6\u015feme".<\/span><\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n

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Tasar\u0131m<\/span><\/span><\/b><\/h1>\n
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Temel tasar\u0131m ayarlar\u0131 bu sekmeden kontrol edilir.<\/span><\/span><\/span>
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  1. \n
    Mesnet \u00dcst Donat\u0131s\u0131<\/span><\/u> : <\/span><\/b>Mesnet i\u00e7 y\u00fczeyinden itibaren<\/span> <\/span><\/b><\/span>hesaplanan \u00fcst mesnet donat\u0131s\u0131 <\/span>uzatma boyunu tan\u0131mlar<\/span><\/span>. Bu \u00e7arpanlar d\u00f6\u015femelerin a\u00e7\u0131kl\u0131k uzunluklar\u0131na uygulan\u0131r. Kullan\u0131c\u0131, d\u00f6\u015feme tasar\u0131m\u0131nda dikkate al\u0131nacak minimum a\u00e7\u0131kl\u0131k momentini de tan\u0131mlayabilir.
    <\/span><\/span><\/span><\/div>\n<\/li>\n
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    1. \n
      ‘d’ Kadar Uzat :<\/span><\/b>  \u00dcst mesnet uzatma boyunu d\u00f6\u015feme derinli\u011fi ‘d’ kadar art\u0131r\u0131r.<\/span><\/span><\/span>
      <\/span><\/div>\n<\/li>\n<\/ol>\n
    2. \n
      Analizde D\u00f6\u015feme A\u00e7\u0131kl\u0131k Uzunluklar\u0131<\/span><\/u> : <\/span><\/b>D\u00f6\u015feme \u015feridi do\u011frultusunda d\u00f6\u015feme a\u00e7\u0131kl\u0131k uzunlu\u011fu olarak <\/span>"Net A\u00e7\u0131kl\u0131\u011f\u0131 Kullan" <\/span><\/b>veya <\/span><\/span><\/span>"Aks A\u00e7\u0131kl\u0131\u011f\u0131n\u0131 Kullan"<\/span><\/b> (a\u00e7\u0131kl\u0131klar kiri\u015flerin aks \u00e7izgileri aras\u0131nda hesaplan\u0131r) se\u00e7eneklerinden biri kullan\u0131l\u0131r.
      (Enine do\u011frultuda her zaman net a\u00e7\u0131kl\u0131k kullan\u0131l\u0131r.)<\/span><\/span><\/span>
      <\/span><\/div>\n<\/li>\n
    3. Parametreler<\/span><\/u> :<\/span><\/b> <\/span><\/li>\n
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      1. \n
        Nerv\u00fcrl\u00fc D\u00f6\u015feme Dolgu Blo\u011fu Birim A\u011f\u0131rl\u0131\u011f\u0131 : <\/span><\/b>Nerv\u00fcrl\u00fc d\u00f6\u015femede dolgu blo\u011fu (s-blok) kullan\u0131ld\u0131\u011f\u0131nda dolgu bloklar\u0131n\u0131n birim a\u011f\u0131rl\u0131\u011f\u0131n\u0131 ayarlamak i\u00e7in kullan\u0131l\u0131r.
        <\/span><\/div>\n<\/li>\n
      2. \n
        D\u00f6\u015feme Donat\u0131s\u0131 Paspay\u0131 :<\/span><\/b> D\u00f6\u015femeler i\u00e7in <\/span>paspay\u0131 derinli\u011fini tan\u0131mlar.<\/span><\/span><\/span><\/div>\n
        \"Bilgi\"<\/p>\n
        Bu alan s\u0131f\u0131r b\u0131rak\u0131l\u0131rsa paspay\u0131, y\u00fcr\u00fcrl\u00fckteki y\u00f6netmeliklere g\u00f6re belirlenir.<\/span><\/div>\n

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

      3. \n
        Kolon D\u00fc\u011f\u00fcm Noktas\u0131 Yorumlanmas\u0131 <\/b><\/span>(Sonlu Eleman \u015eerit Tasar\u0131m\u0131) <\/b><\/span>: <\/b>Sonlu eleman \u015ferit analizi uyguland\u0131\u011f\u0131nda olu\u015fan<\/span> gerilme y\u0131\u011f\u0131lmas\u0131 etkilerini tan\u0131mlama se\u00e7ene\u011fidir. Ayr\u0131nt\u0131lar i\u00e7in a\u015fa\u011f\u0131daki b\u00f6l\u00fcme bak\u0131n. <\/span><\/div>\n<\/li>\n
      4. \n
        D\u00f6\u015feme Tasar\u0131m Kombinasyonlar\u0131 :<\/b> D\u00f6\u015feme tasar\u0131m\u0131nda yanal (lateral) kombinasyonun dikkate al\u0131n\u0131p al\u0131nmayaca\u011f\u0131n\u0131 belirleme se\u00e7ene\u011fidir.
        <\/span><\/div>\n<\/li>\n
      5. \n
        Tasar\u0131mda Wood-Armer Etkileri (Sonlu Eleman Tasar\u0131m\u0131) :<\/b> D\u00f6\u015feme tasar\u0131m\u0131nda tasar\u0131m momentlerinin <\/span>Wood ve Armer y\u00f6ntemine dayal\u0131 burulma etkilerini i\u00e7ermesini sa\u011flar<\/span><\/span> . <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n<\/div>\n
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        \"Notlar\"<\/p>\n
        E\u015fde\u011fer moment belirleme kavram\u0131 Wood ve Armer taraf\u0131ndan geli\u015ftirilmi\u015ftir; bu y\u00f6ntem, temel do\u011frultudaki saf e\u011filme momentine ek olarak burulma momentini de dikkate al\u0131r. <\/span><\/span>Y\u00f6ntemle ilgili ayr\u0131nt\u0131lar R.H. Wood, "The reinforcement of slabs in accordance with a pre-determined field of moments", Concrete, \u015eubat 1968, A\u011fustos 1968 kayna\u011f\u0131nda bulunabilir. <\/span><\/span><\/span>\u00c7o\u011fu tasar\u0131m kayna\u011f\u0131nda \u00f6nerildi\u011fi gibi, d\u00f6\u015feme tasar\u0131m\u0131nda Wood-Armer etkilerinin dikkate al\u0131nmas\u0131 \u00f6nerilir. <\/span><\/span><\/span><\/div>\n

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

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        1. \n
          Nerv\u00fcrl\u00fc D\u00f6\u015feme Sonu\u00e7 Toplama<\/span><\/b> : Se\u00e7enekler "T\u00fcm Nerv\u00fcr Hatlar\u0131ndan" veya "\u015eeride En Yak\u0131n Nerv\u00fcr Hatt\u0131ndan" \u015feklindedir<\/span><\/div>\n<\/li>\n<\/ol>\n
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          Donat\u0131lar<\/span><\/span><\/b>
          <\/h1>\n
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          Donat\u0131 \u00e7ubu\u011fu se\u00e7imi ve yerle\u015fim ayarlar\u0131 bu sekmeden kontrol edilir.
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          <\/p>\n
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          1. Donat\u0131 \u00c7ubu\u011fu Se\u00e7imi<\/span><\/span><\/u> : <\/span><\/span><\/b>
            <\/span><\/span><\/li>\n
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            1. D\u00f6\u015feme Donat\u0131 Deseni : <\/span><\/span><\/b>Tasar\u0131mda kullan\u0131lacak d\u00f6\u015feme donat\u0131 detayland\u0131rma desenini se\u00e7mek i\u00e7indir. <\/span><\/span><\/li>\n
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              1.    Pilye Donat\u0131<\/b> 1<\/b> : Pilye donat\u0131lar ana donat\u0131 olarak sa\u011flan\u0131r. A\u00e7\u0131kl\u0131kta ve mesnetlerde ilave d\u00fcz donat\u0131lar sa\u011flan\u0131r. \u00d6rnek detay a\u015fa\u011f\u0131dad\u0131r. 
                <\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n<\/ol>\n<\/div>\n
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                <\/span><\/span><\/div>\n<\/div>\n<\/blockquote>\n<\/blockquote>\n
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                    1.     P<\/b><\/span>ilye Donat\u0131<\/b> 2 :<\/b> Pilye donat\u0131lar ana donat\u0131 olarak sa\u011flan\u0131r. \u0130lave d\u00fcz donat\u0131lar yaln\u0131zca mesnetlerde sa\u011flan\u0131r (a\u00e7\u0131kl\u0131kta yoktur). \u00d6rnek detay a\u015fa\u011f\u0131dad\u0131r. 
                      <\/span><\/li>\n<\/ol>\n<\/ol>\n<\/ol>\n<\/div>\n
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                      <\/span><\/div>\n<\/div>\n<\/blockquote>\n<\/blockquote>\n
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                          1.   D\u00fcz Donat\u0131 1<\/b> :  Alt donat\u0131lar a\u00e7\u0131kl\u0131k ve mesnet b\u00f6lgesi boyunca uzan\u0131r. <\/span><\/span>\u00dcst donat\u0131lar mesnette kesilir ve ortaya kadar uzanmaz.  \u00d6rnek detay a\u015fa\u011f\u0131dad\u0131r. 
                            <\/span><\/li>\n<\/ol>\n<\/ol>\n<\/ol>\n<\/div>\n
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                            <\/span><\/div>\n<\/div>\n<\/blockquote>\n<\/blockquote>\n
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                                1. \n
                                     D\u00fcz Donat\u0131 2 <\/b>:  Hem \u00fcst hem alt d\u00fcz donat\u0131lar a\u00e7\u0131kl\u0131k ve mesnet b\u00f6lgesi boyunca uzan\u0131r. \u00d6rnek detay a\u015fa\u011f\u0131dad\u0131r.<\/div>\n

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

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

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                                    1. Min. Donat\u0131 \u00c7ap\u0131 : <\/span><\/span><\/b>D\u00f6\u015feme i\u00e7in izin verilen minimum donat\u0131 \u00e7ap\u0131n\u0131 belirlemek i\u00e7indir.<\/span><\/span><\/li>\n
                                    2. Donat\u0131 Aral\u0131\u011f\u0131 (Min\/Maks) : <\/span><\/span><\/b>D\u00f6\u015femeler i\u00e7in minimum ve maksimum donat\u0131 aral\u0131\u011f\u0131n\u0131 belirlemek i\u00e7indir.<\/span><\/span><\/li>\n
                                    3. Donat\u0131 Aral\u0131\u011f\u0131 Ad\u0131m\u0131 :<\/span><\/span><\/b> Yinelemeler s\u0131ras\u0131nda donat\u0131 aral\u0131\u011f\u0131 de\u011ferleri bu alanda belirtilen miktar kadar art\u0131r\u0131l\u0131r.<\/span><\/span><\/span><\/span>
                                      <\/span><\/span><\/li>\n
                                    4. Donat\u0131 Boyu Ad\u0131m\u0131 : <\/span><\/span><\/b>Donat\u0131 boyu de\u011ferleri yinelemeler s\u0131ras\u0131nda bu alanda belirtilen miktar kadar art\u0131r\u0131l\u0131r.<\/span><\/span><\/li>\n
                                    5. Donat\u0131 Kenar Mesafesi : <\/span><\/b>D\u00f6\u015feme donat\u0131 \u00e7ubuklar\u0131 (yani ilk\/son donat\u0131) ile d\u00f6\u015feme kenar\u0131 aras\u0131ndaki paralel mesafeyi belirlemek i\u00e7indir.<\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n
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                                      1. Donat\u0131 Sonland\u0131rma<\/span><\/span><\/u> : <\/span><\/span><\/b>
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                                        1. Konsollarda \u00dcst Donat\u0131 \u0130\u00e7in Kanca Yap : <\/span><\/b>Konsol d\u00f6\u015femelerdeki \u00fcst donat\u0131 \u00e7ubuklar\u0131n\u0131n kanca ile sonlanmas\u0131na izin vermek i\u00e7indir.<\/span><\/span> Aksi halde, donat\u0131 \u00e7ubuklar\u0131 konsol d\u00f6\u015femenin ucunda d\u00fcz donat\u0131 olarak sonlan\u0131r.<\/span><\/span><\/span><\/span><\/li>\n
                                        2. D\u00f6\u015feme Mesnet Donat\u0131lar\u0131n\u0131 Her \u0130ki Y\u00f6nde de 1. S\u0131raya Yerle\u015ftir : <\/span><\/b>T\u00fcm mesnet donat\u0131lar\u0131n\u0131 her iki y\u00f6nde de 1. s\u0131raya yerle\u015ftirmek i\u00e7indir. Aksi halde program, donat\u0131lar\u0131n s\u0131ras\u0131n\u0131 d\u00f6\u015feme boyutlar\u0131na g\u00f6re belirler.<\/span><\/span>
                                          <\/span><\/li>\n
                                        3. Mesnet Donat\u0131lar\u0131n\u0131 K\u0131sa Kenar Uzunlu\u011funa G\u00f6re Kes : <\/b>Kesme uzatma boyu hesab\u0131nda etkin boy olarak k\u0131sa kenar d\u00f6\u015feme uzunlu\u011fu Lx’i kullanmak i\u00e7indir (Bkz. D\u00f6\u015feme Tasar\u0131m Ayar\u0131 > D\u00f6\u015feme > Tasar\u0131m > "Mesnet \u00dcst Donat\u0131s\u0131<\/b>").
                                          <\/span><\/li>\n
                                        4. D\u00f6\u015feme A\u00e7\u0131kl\u0131klar\u0131 De\u011fi\u015fti\u011finde Mesnet Donat\u0131lar\u0131n\u0131 Simetrik Uzat : <\/b>Mesnet donat\u0131lar\u0131n\u0131 d\u00f6\u015femelerin i\u00e7 mesnedinde simetrik olarak uzatmak i\u00e7indir. Bu se\u00e7enek i\u015faretlendi\u011finde, mesnet donat\u0131s\u0131n\u0131n uzatma boyunu hesaplamak i\u00e7in daha b\u00fcy\u00fck etkin a\u00e7\u0131kl\u0131k boyu kullan\u0131l\u0131r.<\/span><\/span>
                                          <\/span><\/li>\n
                                        5. Tek Y\u00f6nl\u00fc D\u00f6\u015femelerin Uzun Kenarlar\u0131 Boyunca Pilye Donat\u0131 Koy : <\/span><\/span><\/b>Varsay\u0131lan olarak, pilye donat\u0131lar tek y\u00f6nl\u00fc d\u00f6\u015femelerin uzun kenarlar\u0131 boyunca yerle\u015ftirilmez. Pilye donat\u0131lar\u0131 tek y\u00f6nl\u00fc d\u00f6\u015femelerin uzun kenarlar\u0131 boyunca yerle\u015ftirmek i\u00e7in bu se\u00e7ene\u011fi i\u015faretleyin.<\/span><\/span><\/li>\n
                                        6. \n
                                          D\u00f6\u015feme Donat\u0131 \u00c7ubuklar\u0131 Kesme Boyu : <\/b><\/span><\/span>Donat\u0131 \u00e7ubuklar\u0131n\u0131n kesme boylar\u0131n\u0131 girmek i\u00e7indir. \u00c7ubuklar\u0131n boyu bu de\u011fere g\u00f6re kontrol edilir. Bu boyu a\u015fan donat\u0131ya bindirmeli ek yap\u0131l\u0131r.<\/span><\/div>\n<\/li>\n
                                        7. Varsay\u0131lan Kanca Boyu :<\/b> D\u00f6\u015feme donat\u0131lar\u0131 i\u00e7in varsay\u0131lan kanca boyunu belirlemek i\u00e7indir.<\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n

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

                                          G\u00f6r\u00fcn\u00fcm<\/span><\/span><\/b><\/h1>\n<\/p>\n
                                          Bu sekme, donat\u0131 \u00e7ubuklar\u0131n\u0131n nas\u0131l g\u00f6sterilece\u011fini denetlemek i\u00e7in kullan\u0131l\u0131r.<\/span><\/span><\/span>
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                                          1. Plan G\u00f6r\u00fcn\u00fc\u015f<\/span><\/span><\/u> : <\/span><\/span><\/b><\/li>\n
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                                            1. Donat\u0131 \u00c7ubu\u011fu Toplam Uzunlu\u011funu Yazd\u0131r : <\/span><\/span><\/b>Donat\u0131 \u00e7ubu\u011funun uzunlu\u011fu, Donat\u0131 Etiketinin yan\u0131nda yazd\u0131r\u0131l\u0131r.<\/span><\/span><\/li>\n
                                            2. Donat\u0131 \u00c7ubu\u011fu A\u00e7\u0131kl\u0131k \u00c7izgilerini G\u00f6ster : <\/span><\/span><\/b>Bu se\u00e7enek, donat\u0131 \u00e7ubu\u011funun a\u00e7\u0131kl\u0131k aral\u0131\u011f\u0131n\u0131 g\u00f6steren \u00e7izgiyi g\u00f6r\u00fcnt\u00fcler.<\/span><\/span><\/li>\n
                                            3. Donat\u0131 Etiketinde \u00c7ubuk Say\u0131s\u0131n\u0131 G\u00f6ster :<\/span><\/span><\/b>Bu se\u00e7enek, donat\u0131 say\u0131s\u0131n\u0131 etiketin \u00f6n\u00fcnde g\u00f6sterir.
                                              <\/span><\/span><\/li>\n
                                            4. Alternatif Katman Bilgisini Yazd\u0131r (B1=BB, B2=BT, T1=TT, T2=TB) : <\/span><\/span><\/b>Bu se\u00e7enek, donat\u0131 i\u015faretlemesini etiketin sonunda say\u0131dan harfe d\u00f6n\u00fc\u015ft\u00fcr\u00fcr.
                                              Donat\u0131 katman bilgisi olarak \u015fu ifadeler yazd\u0131r\u0131l\u0131r:<\/span><\/span><\/li>\n
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                                              1. TT <\/b>: \u00dcst Donat\u0131n\u0131n 1. Katman\u0131 (T1)
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                                              2. TB<\/b> : \u00dcst Donat\u0131n\u0131n 2. Katman\u0131 (T2)
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                                              3. BB<\/b> : Alt Donat\u0131n\u0131n 1. Katman\u0131 (B1)
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                                              4. BT<\/b> : Alt Donat\u0131n\u0131n 2. Katman\u0131 (B2)
                                                <\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n<\/ol>\n
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                                                1. Enine Nerv\u00fcr Ekleme Ko\u015fullar\u0131<\/span><\/span><\/u> : <\/span><\/span><\/b>Tek y\u00f6nl\u00fc nerv\u00fcrl\u00fc d\u00f6\u015femelere, birinci s\u0131n\u0131r a\u015f\u0131ld\u0131\u011f\u0131nda bir enine nerv\u00fcr eklenir; ikinci s\u0131n\u0131r da a\u015f\u0131l\u0131rsa ikinci bir nerv\u00fcr daha eklenir. Bu se\u00e7enek, d\u00f6\u015feme \u00f6zellikleri \u00fczerinden etkinle\u015ftirilebilir.<\/span><\/span><\/li>\n
                                                2. D\u00f6\u015feme Bo\u015flu\u011fu<\/span><\/span><\/u> : <\/span><\/span><\/b>\u00c7izimde d\u00f6\u015feme bo\u015flu\u011funun "X" veya "L" olarak g\u00f6sterilmesini sa\u011flar.<\/span><\/span><\/li>\n<\/ol>\n
                                                  <\/span><\/span><\/div>\n<\/div>\n<\/div>\n

                                                  Kolon D\u00fc\u011f\u00fcm Noktas\u0131 Yorumlamas\u0131<\/span><\/span>
                                                  <\/h1>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  Kolonlar tek bir d\u00fc\u011f\u00fcm noktas\u0131yla, perdeler ise bir dizi d\u00fc\u011f\u00fcm noktas\u0131yla modellendi\u011finden, bu noktalarda istenmeyen gerilme y\u0131\u011f\u0131lmalar\u0131 olu\u015fabilir ve bu da beklenmedik \u015fekilde y\u00fcksek mesnet momentlerine yol a\u00e7abilir.  <\/span><\/span>\u201cSabit Bant\u201d<\/span> d\u00f6\u015feme \u015feritlerinden yaln\u0131zca bir negatif ve bir pozitif maksimum moment elde edilir. Bu \u015feritlerin kaplad\u0131\u011f\u0131 alan, bu momentlere kar\u015f\u0131 koyacak tek bir \u00fcst ve alt donat\u0131yla tasarlan\u0131r. Kolon d\u00fc\u011f\u00fcm noktalar\u0131 tasar\u0131mda dikkate al\u0131nd\u0131\u011f\u0131nda, Sabit Bant \u015eeridinin kaplad\u0131\u011f\u0131 t\u00fcm alan \u00e7ok y\u00fcksek bir momente g\u00f6re boyutland\u0131r\u0131l\u0131r.<\/span><\/span>
                                                  <\/span><\/div>\n

                                                  <\/span><\/div>\n
                                                  Bu \u015feritlerdeki gerilme y\u0131\u011f\u0131lmas\u0131 etkilerinin dikkate al\u0131nmas\u0131 i\u00e7in a\u015fa\u011f\u0131daki se\u00e7enekler alternatif olarak kullan\u0131labilir:<\/span><\/span><\/div>\n

                                                  Kolon D\u00fc\u011f\u00fcm Noktas\u0131 Sonu\u00e7lar\u0131n\u0131 Dahil Et<\/span>
                                                  <\/h3>\n
                                                  Sonlu Eleman Analizi Sonu\u00e7 \u0130\u015fleme Formu bu se\u00e7enek etkinken kullan\u0131l\u0131rsa, kolon d\u00fc\u011f\u00fcm noktalar\u0131 ve perde u\u00e7 d\u00fc\u011f\u00fcm noktalar\u0131nda elde edilen sonu\u00e7lar tasar\u0131m s\u0131ras\u0131nda dikkate al\u0131nmak \u00fczere geri d\u00f6nd\u00fcr\u00fcl\u00fcr.<\/span><\/div>\n
                                                  Bu se\u00e7enek, <\/span>"Sabit Bant"<\/i> \u015feritleri d\u0131\u015f\u0131ndaki t\u00fcm d\u00f6\u015feme \u015feridi t\u00fcrleri i\u00e7in \u00f6nerilir.<\/span><\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n

                                                  Kolon D\u00fc\u011f\u00fcm Noktas\u0131 Sonu\u00e7lar\u0131n\u0131 <\/span><\/span>Yok Say<\/span><\/h3>\n
                                                  Sonlu Eleman Analizi Sonu\u00e7 \u0130\u015fleme Men\u00fcs\u00fc bu se\u00e7enek etkinken kullan\u0131l\u0131rsa, kolon d\u00fc\u011f\u00fcm noktalar\u0131 ve perde u\u00e7 d\u00fc\u011f\u00fcm noktalar\u0131nda elde edilen sonu\u00e7lar g\u00f6z ard\u0131 edilir ve tasar\u0131m s\u0131ras\u0131nda dikkate al\u0131nmaz.<\/span><\/span>
                                                  <\/span><\/div>\n
                                                  Bu se\u00e7enek, <\/span><\/span>"Sabit Bant"<\/span><\/i> \u015feritleri i\u00e7in kullan\u0131labilir. Bu durumda, maksimum kolon d\u00fc\u011f\u00fcm noktas\u0131 momentlerine g\u00f6re tasar\u0131mdan sonra manuel olarak ek mesnet donat\u0131s\u0131 eklenmesi gerekebilir.<\/span><\/span>
                                                  <\/span><\/div>\n

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

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

                                                  En Yak\u0131n D\u00fc\u011f\u00fcm Noktas\u0131 Sonu\u00e7lar\u0131yla Ortalama Al<\/span><\/span>
                                                  <\/span><\/h3>\n
                                                  Sonlu Eleman Analizi Sonu\u00e7 \u0130\u015fleme Formu bu se\u00e7enek etkinken kullan\u0131l\u0131rsa, kolon d\u00fc\u011f\u00fcm noktalar\u0131 ve perde u\u00e7 d\u00fc\u011f\u00fcm noktalar\u0131nda elde edilen sonu\u00e7lar g\u00f6z ard\u0131 edilir ve tasar\u0131m s\u0131ras\u0131nda dikkate al\u0131nmaz. Bunun yerine, kolon d\u00fc\u011f\u00fcm noktas\u0131 (veya perde u\u00e7 d\u00fc\u011f\u00fcm noktas\u0131) ile kolon (veya perde ucu) \u00e7evresindeki en yak\u0131n kom\u015fu d\u00fc\u011f\u00fcm noktalar\u0131n\u0131n ortalamas\u0131 al\u0131narak elde edilen de\u011ferler kullan\u0131l\u0131r. Bu \u015fekilde, sonlu kolon ve perde boyutlar\u0131n\u0131n moment azaltma etkisi daha iyi bir yakla\u015f\u0131mla dikkate al\u0131n\u0131r.<\/span><\/span>
                                                  <\/span><\/div>\n

                                                  <\/span><\/div>\n
                                                  Bu se\u00e7enek,<\/span><\/span> "Sabit Bant" <\/span><\/i>\u015feritleri i\u00e7in \u00f6nerilir. Bu durumda, maksimum kolon d\u00fc\u011f\u00fcm noktas\u0131<\/span> momentlerine g\u00f6re tasar\u0131mdan sonra manuel olarak ek mesnet donat\u0131s\u0131 eklenmesi gerekebilir.<\/span><\/span><\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n
                                                  <\/div>\n<\/div>\n
                                                  <\/div>\n","protected":false},"excerpt":{"rendered":"

                                                  ProtaStructure’da d\u00f6\u015feme tasar\u0131m ayarlar\u0131n\u0131n Genel, Tasar\u0131m ve Donat\u0131lar sekmelerinde nas\u0131l yap\u0131land\u0131r\u0131laca\u011f\u0131n\u0131 \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-1842","wiki","type-wiki","status-publish","hentry","category-settings-and-parameters","category-technical-manuals"],"yoast_head":"\nD\u00f6\u015feme Tasar\u0131m Ayarlar\u0131 \u2013 ProtaStructure Kullan\u0131m K\u0131lavuzu<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da d\u00f6\u015feme tasar\u0131m ayarlar\u0131n\u0131 \u00f6\u011frenin: destek \u00fcst donat\u0131s\u0131, a\u00e7\u0131kl\u0131k uzunluklar\u0131, paspay\u0131 ve Wood-Armer etkileri. 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