{"id":1830,"date":"2026-08-03T21:34:38","date_gmt":"2026-08-03T21:34:38","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/temel-tasarim-ayarlari\/"},"modified":"2026-08-03T21:34:38","modified_gmt":"2026-08-03T21:34:38","slug":"temel-tasarim-ayarlari","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/temel-tasarim-ayarlari\/","title":{"rendered":"Temel Tasar\u0131m Ayarlar\u0131"},"content":{"rendered":"
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Temel tasar\u0131m ayar\u0131, modelleme ve tasar\u0131mdan \u00f6nce yap\u0131land\u0131r\u0131labilen, her projedeki temeller i\u00e7in ana ayard\u0131r. <\/span><\/span><\/div>\n
\"Uyar\u0131\"<\/p>\n
Model olu\u015fturulmu\u015fsa, temel ayar\u0131ndaki parametrelerin de\u011fi\u015ftirilmesi, \u00f6nceden olu\u015fturulmu\u015f elemanlar\u0131 etkilemez (temel elemanlar\u0131 \u00f6zellikler ayarlar\u0131nda yeniden tasarlanmad\u0131\u011f\u0131 s\u00fcrece). Genel ayarda parametre de\u011fi\u015ftirildikten sonra, modellenen yeni elemanlar yeni parametrelere g\u00f6re olu\u015fturulur.<\/span><\/span><\/div>\n

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

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Temel Tasar\u0131m Ayar\u0131na eri\u015fim i\u00e7in \u015fu yol izlenir<\/span><\/span><\/span>: <\/span><\/span><\/span><\/span>"Bina Yerle\u015fimi"<\/span><\/span><\/span><\/span><\/span> sekmesi > <\/span><\/span><\/span><\/span>"Ayarlar Merkezi" <\/span><\/span><\/span><\/span><\/span>> <\/span><\/span><\/span><\/span>"Temel".<\/span><\/span><\/span><\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n

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

Genel<\/span><\/span><\/span><\/span><\/span>
<\/span><\/h1>\n
<\/span><\/div>\n
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Genel<\/b> temel ayarlar\u0131, tekil temel, \u015ferit temel, radye temel ve kaz\u0131kl\u0131 radye temellerin<\/b> analizini, tasar\u0131m\u0131n\u0131 ve detayland\u0131rmas\u0131n\u0131 etkiler. 
<\/span><\/span><\/span><\/span><\/div>\n

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

<\/span><\/span><\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n
    \n
  1. Zemin Birim A\u011f\u0131rl\u0131\u011f\u0131 :<\/span><\/span><\/b> Dolgu malzemesinin birim a\u011f\u0131rl\u0131\u011f\u0131n\u0131 girmek i\u00e7indir. Ek y\u00fck, “Zemin Birim A\u011f\u0131rl\u0131\u011f\u0131” ile dolgu y\u00fcksekli\u011finin \u00e7arp\u0131m\u0131na g\u00f6re hesaplan\u0131r.<\/span><\/span><\/li>\n
  2. Zemin D\u00fc\u015fey Yatak Katsay\u0131s\u0131 :<\/span><\/span><\/b> Farkl\u0131 zemin t\u00fcrlerine g\u00f6re verilen listeden Zemin Yatak Katsay\u0131s\u0131n\u0131 girmek veya se\u00e7mek i\u00e7indir. Bu katsay\u0131, sonlu eleman radye temel analizinde kullan\u0131l\u0131r.<\/span><\/span><\/li>\n
  3. Yatay Yatak Katsay\u0131s\u0131<\/span><\/b> : Yatay zemin yatak katsay\u0131s\u0131n\u0131 girmek i\u00e7indir. D\u00fc\u015fey ve yatay y\u00fckler alt\u0131nda basamakl\u0131 temeller i\u00e7in kullan\u0131\u015fl\u0131d\u0131r. D\u00fc\u015fey yaylar\u0131n bir y\u00fczdesi olarak tan\u0131mlan\u0131r. <\/span><\/span>
    <\/span><\/li>\n
    \"Bilgi\"<\/p>\n
    Temelde yatay yaylar dikkate al\u0131nacaksa, Bina Analizinde “Birle\u015ftirilmi\u015f Temel Modeli” kullan\u0131lmas\u0131 \u00f6nerilir.<\/span><\/span> <\/span><\/div>\n

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

  4. Kaz\u0131k Emniyetli \u00c7al\u0131\u015fma Y\u00fck\u00fc Fakt<\/span><\/span><\/span><\/span>\u00f6r\u00fc<\/span><\/span><\/span><\/span><\/b> :  Bu fakt\u00f6r, tasar\u0131m s\u0131ras\u0131nda radye temelin kaz\u0131k emniyetli \u00e7al\u0131\u015fma y\u00fck\u00fcne d\u00fc\u015fey kombinasyonlar i\u00e7in uygulan\u0131r<\/span><\/span><\/span><\/span>. Kendi ayar\u0131 bulunan kaz\u0131k ba\u015fl\u0131\u011f\u0131 i\u00e7in ge\u00e7erli de\u011fildir. <\/span><\/span><\/span><\/span><\/li>\n
  5. Kaz\u0131kl\u0131 Temellerde Zemin Ta\u015f\u0131ma G\u00fcc\u00fc Yok Say\u0131ls\u0131n<\/span><\/b> (Radye)<\/span><\/span><\/span><\/span>
    <\/span><\/li>\n
      \n
    1. \u0130\u015faretlenmemi\u015f <\/span><\/b>: Radye temel as\u0131l\u0131 de\u011fildir ve hem kaz\u0131klar hem de zemin taraf\u0131ndan desteklenir; y\u00fckler idealize edilmi\u015f zemin “yaylar\u0131” ile payla\u015f\u0131ld\u0131\u011f\u0131ndan kaz\u0131klardaki bile\u015fke kuvvetler daha d\u00fc\u015f\u00fck olur. <\/span>
      <\/span><\/span><\/li>\n
    2. \u0130\u015faretli<\/span><\/b> : Radye temel tamamen as\u0131l\u0131d\u0131r ve yaln\u0131zca kaz\u0131klar taraf\u0131ndan desteklenir; kaz\u0131klardaki bile\u015fke kuvvetler daha y\u00fcksek olur. <\/span><\/span>
      <\/span><\/li>\n<\/ol>\n
    3. Sonlu Eleman Temel Modelinde Kolon \u00dcst D\u00fc\u011f\u00fcm Noktas\u0131n\u0131 X ve Y Y\u00f6n\u00fcnde Serbestle\u015ftir<\/span><\/span><\/span><\/span> <\/span><\/b>:  <\/span><\/li>\n
        \n
      1. Kolon \u00fcst d\u00fc\u011f\u00fcm noktas\u0131n\u0131n serbestlik derecesini ve kolon g\u00fcd\u00fc\u011f\u00fcnden radyeye moment aktar\u0131m\u0131n\u0131 <\/span><\/span><\/span><\/span><\/span>kontrol eder<\/span><\/span><\/li>\n
      2. Bu se\u00e7enek, Sonlu Eleman Temel Analizi formundaki varsay\u0131lan ayar\u0131 belirler, detayl\u0131 a\u00e7\u0131klama<\/span><\/span> i\u00e7in bu makaley<\/span><\/span><\/span><\/span>i okuyun<\/span>: <\/span>Sonlu Elemanlar Radye Temel Analizi<\/span><\/a><\/span><\/li>\n<\/ol>\n
      3. Grobeton Kal\u0131nl\u0131\u011f\u0131 :<\/span><\/span><\/b> Grobeton kal\u0131nl\u0131\u011f\u0131n\u0131 \u00f6nceden tan\u0131mlamak i\u00e7indir. Bu parametre g\u00f6r\u00fcn\u00fc\u015f \u00e7iziminde g\u00f6sterilir.<\/span><\/span>
        <\/span><\/li>\n
      4. Grobeton Uzatmas\u0131<\/span><\/b> : Grobetonun tekil temel\/kaz\u0131k ba\u015fl\u0131\u011f\u0131 kenar\u0131ndan itibaren uzatma boyunu \u00f6nceden tan\u0131mlamak i\u00e7indir.  <\/span><\/span>
        <\/span><\/li>\n
      5. Grobeton U\u00e7lar\u0131n\u0131 D\u00fcz G\u00f6ster<\/span><\/b> : <\/span><\/span>Grobeton u\u00e7lar\u0131n\u0131n g\u00f6r\u00fcn\u00fc\u015f \u00e7iziminde d\u00fcz olarak \u00e7izilmesini sa\u011flar (a\u015fa\u011f\u0131daki gibi)<\/span><\/span><\/li>\n<\/ol>\n<\/div>\n
        \n
        \n
        <\/span><\/span><\/div>\n<\/div>\n<\/blockquote>\n
        \n
          \n
        1. S\u00fcrekli Temel Konsol Uzunlu\u011fu : <\/span><\/span><\/b>Yeni bir s\u00fcrekli temel olu\u015fturuldu\u011funda varsay\u0131lan s\u00fcrekli temel konsol uzunlu\u011funu de\u011fi\u015ftirmek i\u00e7indir.<\/span><\/span><\/li>\n
        2. Grupland\u0131r\u0131lm\u0131\u015f\/Tipik Kolon Etiketlerini G\u00f6ster<\/b> : <\/span><\/span><\/li>\n
            \n
          1. \u0130\u015faretli<\/b> :  Benzer Tekil Temel veya Kaz\u0131k Ba\u015fl\u0131\u011f\u0131 \u00e7izim etiketi, tasar\u0131m i\u00e7in grupland\u0131r\u0131lm\u0131\u015f t\u00fcm kolonlar\u0131 listeler (etiketin toplam uzunlu\u011fu daha uzun olur)<\/span><\/span><\/li>\n
          2. \u0130\u015faretsiz<\/b> : Benzer Tekil Temel \/ Kaz\u0131k Ba\u015fl\u0131\u011f\u0131 \u00e7izim etiketi, sadece ana kolon etiketini g\u00f6sterir (etiketin toplam uzunlu\u011fu daha k\u0131sa olur)<\/span><\/span><\/li>\n<\/ol>\n
          3. Plan Donat\u0131lar\u0131n\u0131 \u00dcst G\u00f6r\u00fcn\u00fc\u015f Olarak G\u00f6ster<\/span><\/span><\/span><\/span><\/b> : <\/li>\n
              \n
            1. \u0130\u015faretli<\/b> : Ana donat\u0131lar, \u00e7ubuk b\u00fck\u00fcm\u00fc ve par\u00e7a uzunluklar\u0131 olmadan sadele\u015ftirilmi\u015f d\u00fcz \u00e7ubuklar halinde \u00e7izilir (daha az \u00e7izim nesnesi ve daha d\u00fczenli)<\/span><\/li>\n
            2. \u0130\u015faretli De\u011fil <\/b>: Ana donat\u0131lar, \u00e7ubu\u011fun tam b\u00fck\u00fcm\u00fc ve par\u00e7a uzunluklar\u0131yla \u00e7izilir (daha fazla \u00e7izim nesnesi ve da\u011f\u0131n\u0131k olabilir)<\/span><\/li>\n<\/ol>\n<\/ol>\n<\/div>\n
              \n
              \n
              <\/span><\/div>\n<\/div>\n<\/blockquote>\n
              \n
                \n
              1. \u00dcst Donat\u0131lar\u0131 Plan G\u00f6r\u00fcn\u00fc\u015f\u00fc \u0130\u00e7inde G\u00f6ster<\/b><\/span><\/span><\/span><\/span><\/li>\n
                  \n
                1. \u0130\u015faret<\/span><\/span><\/span><\/span>li<\/span><\/span><\/span><\/span> <\/b>: \u00dcst ana donat\u0131lar, varsay\u0131lan alt ana donat\u0131lar\u0131n \u00fczerinde g\u00f6sterilir <\/span><\/span><\/span><\/span>(daha fazla \u00e7izim nesnesi ve da\u011f\u0131n\u0131k olabilir)<\/span><\/span><\/span><\/span><\/span><\/li>\n
                2. \u0130\u015faretli De\u011fil <\/b>: \u00dcst ana donat\u0131lar gizlenir. Sadece alt ana donat\u0131lar \u00e7izilir (<\/span>daha az \u00e7izim nesnesi ve daha d\u00fczenli)<\/span><\/li>\n<\/ol>\n
                3. Kaide Uzatma Boyu : <\/b>Kaidenin varsay\u0131lan \u00fcst\u00fcnden itibaren ilave uzatma veya \u00e7\u0131k\u0131nt\u0131 miktar\u0131d\u0131r.  Kaidenin varsay\u0131lan \u00fcst kotu ST01 kotudur. 
                  <\/b><\/span><\/span><\/li>\n
                4. \u0130zin Verilen Zemin Gerilme<\/span><\/span>si<\/span><\/span><\/span><\/span> : <\/span><\/span><\/b>Tekil temel ve \u015ferit temel tasar\u0131m\u0131nda kullan\u0131lan izin verilen gerilmelerin girilmesini sa\u011flar. Zeminin nihai ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc hesaplamak i\u00e7in Nihai Dayan\u0131m Fakt\u00f6r\u00fc bu de\u011ferle \u00e7arp\u0131l\u0131r. <\/span><\/span><\/li>\n
                5. \u0130zin Verilen Zemin Gerilmesi Nihai Dayan\u0131m Fakt\u00f6r\u00fc :<\/span><\/span><\/b>  T\u00fcm d\u00fc\u015fey y\u00fck kombinasyonlar\u0131 i\u00e7in zeminin nihai ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc hesaplamak amac\u0131yla Nihai Dayan\u0131m Fakt\u00f6r\u00fc bu de\u011ferle \u00e7arp\u0131l\u0131r.  Temel her zaman fakt\u00f6rl\u00fc y\u00fck kombinasyonlar\u0131na g\u00f6re tasarlan\u0131r, bu nedenle fakt\u00f6rl\u00fc zemin ta\u015f\u0131ma g\u00fcc\u00fc kullan\u0131l\u0131r. 
                  <\/span><\/span><\/li>\n
                6. \u0130zin Verilen Zemin Gerilmesi B\u00fcy\u00fctme Katsay\u0131s\u0131 (Deprem ve R\u00fczgar) :<\/span><\/span><\/b>  Nihai Dayan\u0131m Fakt\u00f6r\u00fc <\/span><\/span>, zeminin nihai ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc hesaplamak i\u00e7in bu de\u011ferle \u00e7arp\u0131l\u0131r: Deprem<\/b> ve R\u00fczgar<\/b> y\u00fck kombinasyonlar\u0131nda. <\/span><\/span> Temel her zaman fakt\u00f6rl\u00fc y\u00fck kombinasyonlar\u0131na g\u00f6re tasarlan\u0131r, bu nedenle fakt\u00f6rl\u00fc zemin ta\u015f\u0131ma g\u00fcc\u00fc kullan\u0131l\u0131r. <\/span><\/li>\n<\/ol>\n

                  Tasar\u0131m<\/span> <\/span><\/span><\/b>
                  <\/h1>\n
                  Bu<\/span> Tasar\u0131m<\/b> temel ayarlar\u0131, <\/span>tekil temel, \u015ferit temel, radye temel ve kaz\u0131kl\u0131 radye temeller<\/b>in donat\u0131 tasar\u0131m\u0131n\u0131 etkiler. <\/span> 
                  <\/b><\/span><\/span><\/div>\n

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

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

                  Tasar\u0131m <\/span>
                  <\/h2>\n
                    \n
                  1. Varsay\u0131lan Tekil Temel Formu:<\/span><\/span><\/b> Yeni bir temel olu\u015fturuldu\u011funda tekil temel formunun varsay\u0131lan \u015feklini (dikd\u00f6rtgen veya kare) se\u00e7in. <\/span><\/span><\/li>\n
                  2. \n
                    Min. Temel Geni\u015fli\u011fi:<\/span><\/b> Tekil temel tasar\u0131m\u0131 i\u00e7in minimum geni\u015fli\u011fi belirler.<\/span>
                    <\/span><\/span><\/div>\n<\/li>\n
                  3. \n
                    Min. Temel Taban Derinli\u011fi:<\/span><\/b> Tekil temelin minimum derinli\u011fini belirler. <\/span><\/span><\/div>\n<\/li>\n
                  4. \n
                    Boyut Art\u0131\u015f Ad\u0131m\u0131: <\/span><\/b>\u00d6zellikler penceresinde yukar\u0131-a\u015fa\u011f\u0131 d\u00fc\u011fmesi kullan\u0131larak temel boyutu de\u011fi\u015ftirilirken art\u0131\u015f (ad\u0131m) miktar\u0131n\u0131 belirler.<\/span>
                    <\/span><\/span><\/div>\n<\/li>\n
                  5. \n
                    Derinlik Art\u0131\u015f Ad\u0131m\u0131:<\/span><\/b> \u00d6zellikler penceresinde yukar\u0131-a\u015fa\u011f\u0131 d\u00fc\u011fmesi kullan\u0131larak temel derinli\u011fi de\u011fi\u015ftirilirken art\u0131\u015f (ad\u0131m) miktar\u0131n\u0131 belirler.<\/span>
                    <\/span><\/span><\/div>\n<\/li>\n
                  6. \n
                    Tekil Temeller – Paspay\u0131:<\/span><\/b> Tekil temel i\u00e7in paspay\u0131n\u0131 belirler.
                    <\/span><\/span><\/div>\n<\/li>\n
                  7. \n
                    X \/ Y Y\u00f6n\u00fcnde D\u00f6nme Engelleme<\/b> :  Temelin X \/ Y y\u00f6n\u00fcnde d\u00f6nmesini engeller. Bu, temel alt\u0131ndaki zemin gerilmesi hesab\u0131n\u0131 etkiler. Hem X hem de Y d\u00f6nmesi uygulan\u0131rsa zemin gerilmesi d\u00fczg\u00fcn (\u00fcniform) da\u011f\u0131l\u0131r. 
                    <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n

                    Analiz Kayna\u011f\u0131<\/b><\/span><\/span><\/span><\/span>
                    <\/h2>\n
                    Tekil temel tasar\u0131m\u0131nda 2 analiz kayna\u011f\u0131 kullan\u0131labilir<\/span><\/span><\/span><\/span> : <\/span><\/div>\n
                      \n
                    1. FE D\u00f6\u015feme Modeli<\/b> :  Sonlu eleman (FE) temel analizi sonucu<\/span>
                      <\/span><\/li>\n
                    2. Bina Analiz Modeli <\/b>: Bina analizi sonu\u00e7lar\u0131<\/span> <\/li>\n<\/ol>\n
                      \n
                      \n

                      Min. Moment Katsay\u0131lar\u0131 <\/span><\/span><\/span><\/span><\/b>
                      <\/span><\/h2>\n
                        \n
                      1. A\u00e7\u0131kl\u0131k 1\/_<\/b> : A\u00e7\u0131kl\u0131ktaki moment da\u011f\u0131l\u0131m\u0131n\u0131n hesaplanmas\u0131nda kullan\u0131lacak minimum moment katsay\u0131s\u0131n\u0131 belirler. Varsay\u0131lan de\u011fer (1\/16) olarak tan\u0131mlanm\u0131\u015ft\u0131r.
                        <\/span><\/span><\/span><\/span><\/li>\n
                      2. Mesnet 1\/_ <\/b>: Mesnetteki moment da\u011f\u0131l\u0131m\u0131n\u0131n hesaplanmas\u0131nda kullan\u0131lacak minimum moment katsay\u0131s\u0131n\u0131 belirler. Varsay\u0131lan de\u011fer (1\/12) olarak tan\u0131mlanm\u0131\u015ft\u0131r.<\/span><\/span><\/span><\/span><\/li>\n<\/ol>\n<\/div>\n

                        \"Bilgi\"<\/p>\n

                        Winkler Y\u00f6ntemi ile hesaplanan kiri\u015f a\u00e7\u0131kl\u0131k ve mesnet momentleri, q*L^2 de\u011feri ile burada belirtilen katsay\u0131n\u0131n \u00e7arp\u0131m\u0131yla kar\u015f\u0131la\u015ft\u0131r\u0131l\u0131r. K\u00fc\u00e7\u00fck de\u011ferler tasar\u0131mda kullan\u0131lmaz. \u201cq\u201d kolon alt\u0131ndaki zemin bas\u0131nc\u0131n\u0131, \u201cL\u201d ise kiri\u015f a\u00e7\u0131kl\u0131k uzunlu\u011funu ifade eder.<\/span><\/span><\/div>\n

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

                        Donat\u0131 \u00c7ubu\u011fu Se\u00e7imi<\/b><\/span><\/span><\/span><\/span> <\/div>\n
                          \n
                        1. \n
                          \u00d6zel Tekil Temel Min. Donat\u0131 Oran\u0131 <\/span><\/span><\/span><\/span>: <\/span><\/span><\/span><\/span><\/b>Tekil temel tasar\u0131m\u0131 i\u00e7in<\/span><\/span><\/span><\/span> minimum donat\u0131 oran\u0131n\u0131 belirler.<\/span><\/span><\/span><\/div>\n<\/li>\n
                        2. \n
                          \u015eerit Temel Min.
                          \nDonat\u0131 Oran\u0131 :<\/span><\/b> \u015eerit temel tasar\u0131m\u0131 i\u00e7in minimum donat\u0131 oran\u0131n\u0131 belirler.<\/span><\/div>\n<\/li>\n
                        3. \n
                          Radye Temel Min. Donat\u0131 Oran\u0131<\/b> : Temel tasar\u0131m\u0131 i\u00e7in minimum donat\u0131 oran\u0131n\u0131 belirler. <\/span><\/div>\n<\/li>\n
                        4. \n
                          Kaz\u0131kl\u0131 Radye Temel Min. Donat\u0131 Oran\u0131<\/b> : Kaz\u0131kl\u0131 radye temel tasar\u0131m\u0131 i\u00e7in minimum donat\u0131 oran\u0131n\u0131 belirler. <\/span><\/div>\n<\/li>\n<\/ol>\n<\/div>\n
                            \n
                          1. \n
                            Kullan\u0131c\u0131 Tan\u0131ml\u0131 Donat\u0131 Min. Aral\u0131\u011f\u0131<\/span><\/span><\/span><\/span><\/b> : Ana donat\u0131lar\u0131n minimum aral\u0131\u011f\u0131n\u0131 belirler<\/span><\/span><\/span><\/span><\/div>\n<\/li>\n
                          2. \n
                            Maks. Donat\u0131
                            \nAral\u0131\u011f\u0131 : <\/span><\/b>T\u00fcm temel tasar\u0131mlar\u0131 i\u00e7in izin verilen maksimum donat\u0131 aral\u0131\u011f\u0131n\u0131 belirler.<\/span>
                            <\/span><\/span><\/div>\n<\/li>\n
                          3. \n
                            Donat\u0131 Aral\u0131\u011f\u0131 Ad\u0131m\u0131<\/b><\/span><\/span><\/span><\/span> : Tasar\u0131mdaki donat\u0131 aral\u0131\u011f\u0131 ad\u0131m\u0131n\u0131 belirle<\/span><\/span><\/span><\/span>r<\/div>\n<\/li>\n
                          4. \n
                            Temel
                            \nDonat\u0131lar\u0131 (Alt \u00c7ubuklar) :<\/span><\/b> Tekil temel alt donat\u0131 detayland\u0131rmas\u0131nda \u00c7ubuk B\u00fckme
                            \n(BOB) kullan\u0131m\u0131na izin verir\/vermez.<\/span><\/span><\/div>\n<\/li>\n
                          5. \n
                            Tekil Temel Donat\u0131lar\u0131 (\u00dcst Donat\u0131lar) :<\/span><\/b> Tekil temel \u00fcst donat\u0131 detayland\u0131rmas\u0131nda \u00c7ubuk B\u00fckme (BOB) se\u00e7ene\u011finin etkinle\u015ftirilip etkinle\u015ftirilmeyece\u011fini belirler.<\/span><\/div>\n<\/li>\n
                          6. \n
                            Min. Donat\u0131 \u00c7ap\u0131 :<\/span><\/b> T\u00fcm temel tasar\u0131mlar\u0131nda kullan\u0131lacak minimum ana donat\u0131 \u00e7ap\u0131n\u0131 belirlemek i\u00e7indir.<\/span><\/span><\/div>\n<\/li>\n
                          7. Da\u011f\u0131t\u0131m Donat\u0131 \u00c7ap\u0131 :<\/span><\/b> T\u00fcm temel tasar\u0131mlar\u0131nda kullan\u0131lacak minimum da\u011f\u0131t\u0131m\/ba\u011flant\u0131 donat\u0131 \u00e7ap\u0131n\u0131 belirlemek i\u00e7indir.<\/span><\/li>\n
                          8. \n
                            \u00dcst Donat\u0131lar\u0131 Kullan :<\/span><\/b> Temelde varsay\u0131lan olarak \u00fcst donat\u0131 \u00e7ubuklar\u0131n\u0131n uygulanmas\u0131n\u0131 sa\u011flar.<\/span><\/span><\/div>\n<\/li>\n
                              \n
                            1. \n
                              Yan Donat\u0131 Kullan\u0131m\u0131 \u0130\u00e7in Minimum Temel Derinli\u011fi <\/span><\/span><\/b>:  <\/span><\/span><\/span><\/span>Bu se\u00e7enek \u201c\u00dcst Donat\u0131lar\u0131 Kullan\u201d se\u00e7ene\u011fine benzer \u015fekilde \u00e7al\u0131\u015f\u0131r; tekil temel veya kaz\u0131k ba\u015fl\u0131\u011f\u0131n\u0131n derinli\u011fi belirtilen de\u011ferden b\u00fcy\u00fckse yan donat\u0131lar otomatik olarak eklenir, k\u00fc\u00e7\u00fckse eklenmez.<\/span><\/span><\/span><\/span><\/span><\/div>\n<\/li>\n<\/ol>\n<\/ol>\n<\/div>\n
                              \n
                              \n
                              <\/p>\n
                              <\/div>\n
                              <\/div>\n

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

                              \n
                              \n

                              Kaz\u0131k Ba\u015fl\u0131klar\u0131<\/span><\/span><\/span>
                              <\/h1>\n
                              <\/span><\/div>\n
                              \n
                              \n
                              Bu sekme kaz\u0131k ba\u015fl\u0131\u011f\u0131 ayarlar\u0131n\u0131 kontrol eder.<\/span><\/span><\/span><\/div>\n
                              <\/span><\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n
                                \n
                              1. \n
                                Kaz\u0131k<\/span><\/span><\/u> : <\/span><\/span><\/b>
                                <\/span><\/span><\/div>\n<\/li>\n
                                  \n
                                1. \n
                                  \u015eaft Tipi : <\/span><\/span><\/b>Varsay\u0131lan kaz\u0131k tipini belirlemek i\u00e7indir.<\/span>
                                  <\/span><\/span><\/div>\n<\/li>\n
                                2. \n
                                  G\u00f6m\u00fclme Boyu : <\/span><\/span><\/b>Kaz\u0131\u011f\u0131n kaz\u0131k ba\u015fl\u0131\u011f\u0131na g\u00f6m\u00fclen k\u0131sm\u0131n\u0131n boyunu belirlemek i\u00e7indir.<\/span>
                                  <\/span><\/span><\/div>\n<\/li>\n
                                3. \n
                                  Kaz\u0131k Boyutu :<\/span><\/span><\/b> Kaz\u0131\u011f\u0131n varsay\u0131lan \u00e7ap\u0131n\u0131\/geni\u015fli\u011fini belirlemek i\u00e7indir.<\/span>
                                  <\/span><\/span><\/div>\n<\/li>\n
                                4. \n
                                  Nihai
                                  \nBas\u0131n\u00e7\/\u00c7ekme Kapasitesi :<\/span><\/span><\/b> Kaz\u0131\u011f\u0131n nihai bas\u0131n\u00e7\/\u00e7ekme kapasitesini (fakt\u00f6rl\u00fc kaz\u0131k \u00e7al\u0131\u015fma
                                  \ny\u00fck\u00fc) belirlemek i\u00e7in kullan\u0131l\u0131r.<\/span>
                                  <\/span><\/span><\/div>\n<\/li>\n
                                5. \n
                                  Varsay\u0131lan Kaz\u0131k
                                  \nBoyu :<\/span><\/span><\/b>  Tekil kaz\u0131\u011f\u0131n toplam boyunu belirlemek i\u00e7in kullan\u0131l\u0131r.<\/span>
                                  <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
                                6. \n
                                  Birim Maliyet<\/span><\/span><\/b><\/u> : <\/span><\/span><\/b>yaz\u0131l\u0131m, Kaz\u0131k Ba\u015fl\u0131klar\u0131 \u00f6zelliklerindeki "Optimizasyon" sekmesinde tasarlanan kaz\u0131k i\u00e7in toplam maliyet de\u011ferini otomatik olarak hesaplar.<\/span>
                                  <\/span><\/span><\/div>\n<\/li>\n
                                    \n
                                  1. \n
                                    Donat\u0131 Birim Maliyeti : <\/span><\/span><\/b>donat\u0131n\u0131n
                                    \nbirim maliyeti (ton ba\u015f\u0131na).<\/span><\/span><\/span>
                                    <\/span><\/span><\/div>\n<\/li>\n
                                  2. \n
                                    Beton Birim Maliyeti :<\/span><\/span><\/b> betonun birim maliyeti (m\u00b3 ba\u015f\u0131na).<\/span><\/span><\/span>
                                    <\/span><\/span><\/div>\n<\/li>\n
                                  3. \n
                                    Kaz\u0131k Birim Maliyeti :<\/span><\/span><\/b> her bir
                                    \nkaz\u0131\u011f\u0131n birim maliyeti (adet ba\u015f\u0131na).<\/span><\/span><\/span>
                                    <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
                                  4. \n
                                    Genel<\/span><\/span><\/b><\/u> : <\/span><\/span><\/b><\/div>\n<\/li>\n
                                      \n
                                    1. \n
                                      Kaz\u0131klar Aras\u0131nda Aral\u0131k \u00c7arp\u0131m Fakt\u00f6r\u00fc (K\u0131sa\/Uzun Y\u00f6n) :<\/span><\/span><\/b> Kaz\u0131klar aras\u0131ndaki aral\u0131k <\/span><\/span>\u00e7arp\u0131m fakt\u00f6r\u00fcn\u00fc<\/span><\/span><\/span> kaz\u0131k \u00e7ap\u0131 say\u0131s\u0131 cinsinden belirlemek i\u00e7in kullan\u0131l\u0131r. \u00d6rne\u011fin, bu de\u011fer 2.5 olarak ayarlan\u0131rsa ve kaz\u0131k \u00e7ap\u0131 1000 mm ise, kaz\u0131klar aras\u0131ndaki aral\u0131k 2.5 * 1000 = 2500 mm olur <\/span><\/span><\/span><\/span><\/div>\n<\/li>\n
                                    2. \n
                                      Y\u00fcze Mesafe (K\u0131sa\/Uzun Y\u00f6n) : <\/span><\/span><\/b>Kaz\u0131k y\u00fcz\u00fcnden ba\u015fl\u0131k kenar\u0131na kadar olan<\/span><\/span> minimum mesafeyi<\/span><\/span><\/span> k\u0131sa ve uzun y\u00f6n i\u00e7in belirlemek \u00fczere kullan\u0131l\u0131r.<\/span><\/span><\/span><\/span>
                                      <\/span><\/span><\/div>\n<\/li>\n
                                    3. \n
                                      Kaz\u0131k Ba\u015fl\u0131\u011f\u0131 Derinli\u011fi (Min.\/Maks.) : <\/span><\/span><\/b>Kaz\u0131k ba\u015fl\u0131\u011f\u0131 otomatik tasar\u0131m\u0131 i\u00e7in minimum\/maksimum kaz\u0131k ba\u015fl\u0131\u011f\u0131 derinli\u011fini belirlemek i\u00e7in kullan\u0131l\u0131r. <\/span><\/span><\/div>\n<\/li>\n
                                    4. \n
                                      Kaz\u0131k Say\u0131s\u0131 (Min.\/Maks.) :<\/span><\/span><\/b> Kaz\u0131k ba\u015fl\u0131\u011f\u0131nda sa\u011flanabilecek minimum ve maksimum kaz\u0131k say\u0131s\u0131n\u0131 belirlemek i\u00e7indir. \u00d6rne\u011fin maksimum de\u011fer 100 olarak ayarlan\u0131rsa, 100 kaz\u0131k yeterli olmad\u0131\u011f\u0131nda kaz\u0131k ba\u015fl\u0131\u011f\u0131 tasar\u0131m\u0131 durdurulur. Minimum kaz\u0131k say\u0131s\u0131 2’den az olamaz.<\/span><\/span><\/div>\n<\/li>\n
                                    5. \n
                                      Temel Boyutlar\u0131 Yuvarlama<\/b> : Kaz\u0131k ba\u015fl\u0131\u011f\u0131 boyutunu yukar\u0131 yuvarlamak i\u00e7in yuvarlama ad\u0131m de\u011ferini belirlemek i\u00e7indir. <\/span><\/span><\/div>\n<\/li>\n
                                    6. \n
                                      Maks. Optimizasyon Aday Say\u0131s\u0131 :<\/span><\/span><\/b> Kaz\u0131k Ba\u015fl\u0131klar\u0131 \u00f6zelliklerindeki "Optimizasyon"<\/span><\/span> sekmesinde fiyat kar\u015f\u0131la\u015ft\u0131rmas\u0131 i\u00e7in tasar\u0131m se\u00e7ene\u011fi say\u0131s\u0131n\u0131 belirlemek i\u00e7indir.<\/span><\/span><\/span>
                                      <\/span><\/div>\n<\/li>\n
                                    7. \n
                                      \u00dcst Beton Paspay\u0131 : <\/span><\/span><\/span><\/span><\/b>Kullan\u0131c\u0131n\u0131n \u00fcst beton paspay\u0131 de\u011ferini girmesini sa\u011flar.<\/span><\/span><\/span><\/span><\/span>
                                      <\/span><\/b><\/span><\/span><\/span><\/div>\n<\/li>\n
                                    8. \n
                                      Alt Beton Paspay\u0131 : <\/span><\/b><\/span><\/span><\/span><\/span>Kullan\u0131c\u0131n\u0131n alt beton paspay\u0131 de\u011ferini girmesini sa\u011flar<\/span><\/span><\/span><\/span>.<\/span><\/span><\/span><\/span><\/b><\/span><\/span>
                                      <\/span><\/div>\n<\/li>\n
                                    9. \n
                                      Yan Beton Paspay\u0131 : <\/span><\/b><\/span><\/span><\/span><\/span>Kullan\u0131c\u0131n\u0131n yan beton paspay\u0131 de\u011ferini girmesini sa\u011flar.<\/span><\/span><\/span><\/span><\/span>
                                      <\/span><\/div>\n<\/li>\n
                                    10. \n
                                      Orijinal Kaz\u0131k Konumunu G\u00f6ster :<\/span><\/span><\/b> Kaz\u0131k \u00f6telendikten sonra orijinal kaz\u0131k konumunda g\u00f6sterge i\u015fareti (ye\u015fil \u00e7arp\u0131) bulunmas\u0131n\u0131 sa\u011flar.<\/span><\/span><\/span>
                                      <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
                                    11. \n
                                      Rapor<\/span><\/span><\/u> :<\/span><\/span><\/b> <\/span><\/span>Verilen se\u00e7enekler i\u015faretlendi\u011finde, ilgili bilgi tablosu "Tekil Temel ve Kaz\u0131k Ba\u015fl\u0131\u011f\u0131 Tasar\u0131m\u0131" raporuna eklenir.<\/span><\/span><\/span>
                                      <\/span><\/span><\/div>\n<\/li>\n
                                    12. \n
                                      Tasar\u0131m<\/span><\/span><\/u> :<\/span><\/span><\/b> <\/span><\/span><\/span>
                                      <\/span><\/span><\/div>\n<\/li>\n
                                        \n
                                      1. \n
                                        Kolon Boyutlar\u0131n\u0131n Etkisini Dahil Et : <\/span><\/span><\/b>Kaz\u0131k ba\u015fl\u0131\u011f\u0131 tasar\u0131m\u0131nda kolon boyutunun dikkate al\u0131nmas\u0131n\u0131 sa\u011flar.<\/span><\/span><\/span>
                                        <\/span><\/span><\/div>\n<\/li>\n
                                      2. \n
                                        Kolon Boyutlar\u0131n\u0131n Kesme A\u00e7\u0131kl\u0131\u011f\u0131 \u00dczerindeki Etkisini Dahil Et :<\/span><\/span><\/b> Kesme a\u00e7\u0131kl\u0131\u011f\u0131 tasar\u0131m\u0131nda kolon boyutlar\u0131n\u0131n dikkate al\u0131nmas\u0131n\u0131 sa\u011flar.<\/span><\/span><\/span>
                                        <\/span><\/span><\/div>\n<\/li>\n
                                      3. \n
                                        E\u011filme Oran\u0131n\u0131 Dahil Et (Art\u0131r\u0131lm\u0131\u015f Kesme Kapasitesini Etkiler) :<\/span><\/span><\/b> Kaz\u0131k ba\u015fl\u0131\u011f\u0131 tasar\u0131m\u0131 i\u00e7in E\u011filme Oran\u0131n\u0131 dahil eder.<\/span><\/span><\/span><\/div>\n<\/li>\n<\/ol>\n<\/ol>\n
                                        \n

                                        Kaz\u0131k<\/span><\/span><\/span>
                                        <\/h1>\n
                                        <\/span><\/div>\n
                                        \n
                                        \n
                                        Bu sekme, ProtaDetails’teki Pile Design<\/a> makrosunda kullan\u0131lan kaz\u0131k ayarlar\u0131n\u0131 denetler.  
                                        <\/span><\/span><\/span><\/div>\n

                                        <\/span><\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n
                                        <\/div>\n
                                        \n
                                          \n
                                        1. \n
                                          Kaz\u0131k Yanal Analiz Ayarlar\u0131<\/span><\/span><\/u> :<\/span><\/span><\/b> ProtaDetails’teki “Pile Design” i\u00e7in yaln\u0131zca genel parametre burada ayarlanabilir. Parametre, “Pile Design diyalog penceresi”nde ge\u00e7ersiz k\u0131l\u0131nabilir<\/span>
                                          <\/span><\/span><\/div>\n<\/li>\n
                                            \n
                                          1. \n
                                            Maksimum Donat\u0131 Alan\u0131 Oran\u0131<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n
                                          2. \n
                                            Minimum Donat\u0131 Alan\u0131 Oran\u0131<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n
                                          3. \n
                                            Donat\u0131 Alan\u0131 Ad\u0131m\u0131<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n
                                          4. \n
                                            Tolerans<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n
                                          5. \n
                                            Maksimum \u0130terasyon Say\u0131s\u0131<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n
                                          6. \n
                                            \u0130terasyon i\u00e7in Ba\u015flang\u0131\u00e7 Zemin Rijitli\u011fi<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n
                                          7. \n
                                            Y\u00fckleme \u00c7evrimi Say\u0131s\u0131<\/span>
                                            <\/span><\/span><\/div>\n<\/li>\n<\/ol>\n
                                          8. \n
                                            Kaz\u0131k Donat\u0131 Ayarlar\u0131<\/span><\/span><\/u> :<\/span><\/span><\/b> Bu alan, kullan\u0131c\u0131n\u0131n tasar\u0131m parametresini ayarlamas\u0131na imk\u00e2n verir:<\/span><\/span><\/div>\n<\/li>\n
                                              \n
                                            1. \n
                                              Boyuna Donat\u0131lar i\u00e7in Maksimum Aral\u0131k<\/span>
                                              <\/span><\/span><\/div>\n<\/li>\n
                                            2. \n
                                              Boyuna Donat\u0131lar i\u00e7in Minimum Aral\u0131k<\/span>
                                              <\/span><\/span><\/div>\n<\/li>\n
                                            3. \n
                                              Etriyeler i\u00e7in Maksimum Aral\u0131k<\/span>
                                              <\/span><\/span><\/div>\n<\/li>\n
                                            4. \n
                                              Etriyeler i\u00e7in Minimum Aral\u0131k<\/span>
                                              <\/span><\/span><\/div>\n<\/li>\n
                                            5. \n
                                              Aral\u0131k Art\u0131\u015f\u0131<\/span><\/span><\/div>\n<\/li>\n<\/ol>\n<\/ol>\n<\/div>\n<\/div>\n
                                              <\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"

                                              ProtaStructure’da temel tasar\u0131m ayarlar\u0131n\u0131n nas\u0131l yap\u0131land\u0131r\u0131laca\u011f\u0131n\u0131 ve tekil temel, radye temel gibi elemanlar\u0131 nas\u0131l etkiledi\u011fini a\u00e7\u0131klar.<\/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-1830","wiki","type-wiki","status-publish","hentry","category-settings-and-parameters","category-technical-manuals"],"yoast_head":"\nTemel Tasar\u0131m Ayarlar\u0131 Nas\u0131l Yap\u0131land\u0131r\u0131l\u0131r? | Prota<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da temel tasar\u0131m ayarlar\u0131n\u0131 nas\u0131l yap\u0131land\u0131raca\u011f\u0131n\u0131z\u0131 \u00f6\u011frenin ve temel, radye, kaz\u0131kl\u0131 radye temelleri nas\u0131l etkiledi\u011fini ke\u015ffedin.\" \/>\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\/temel-tasarim-ayarlari\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Temel Tasar\u0131m Ayarlar\u0131\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da temel tasar\u0131m ayarlar\u0131n\u0131 nas\u0131l yap\u0131land\u0131raca\u011f\u0131n\u0131z\u0131 \u00f6\u011frenin ve temel, radye, kaz\u0131kl\u0131 radye temelleri nas\u0131l etkiledi\u011fini ke\u015ffedin.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/temel-tasarim-ayarlari\/\" \/>\n<meta property=\"og:site_name\" content=\"Protasoftware TR\" \/>\n<meta property=\"og:image\" content=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-85987a7078f3a8b4fcca7fbd90aa5f2f.png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Tahmini okuma s\u00fcresi\" \/>\n\t<meta name=\"twitter:data1\" content=\"11 dakika\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/temel-tasarim-ayarlari\\\/\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/temel-tasarim-ayarlari\\\/\",\"name\":\"Temel Tasar\u0131m Ayarlar\u0131 Nas\u0131l Yap\u0131land\u0131r\u0131l\u0131r? 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