{"id":1847,"date":"2026-08-03T21:34:50","date_gmt":"2026-08-03T21:34:50","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/surekli-temel-tanimlama\/"},"modified":"2026-08-03T21:34:50","modified_gmt":"2026-08-03T21:34:50","slug":"surekli-temel-tanimlama","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/surekli-temel-tanimlama\/","title":{"rendered":"S\u00fcrekli Temel"},"content":{"rendered":"
Bir dizi kolon\/perde alt\u0131nda s\u00fcrekli temel tan\u0131mlanabilmesi i\u00e7in, kolonlar\/perdeler aras\u0131nda \u00f6nceden temel kiri\u015fleri tan\u0131mlanm\u0131\u015f olmal\u0131d\u0131r.<\/span><\/span> <\/div>\n

ProtaStructure, t\u00fcm y\u00fck kombinasyonlar\u0131 i\u00e7in s\u00fcrekli temel hesaplar\u0131n\u0131 yapar; moment ve kesme diyagramlar\u0131n\u0131 kombinasyon zarf\u0131 olarak \u00e7izer. Zemin yatak katsay\u0131s\u0131 aral\u0131\u011f\u0131na g\u00f6re de hesaplamalar yap\u0131l\u0131r.<\/span><\/span><\/span>
<\/span><\/p>\n

Bir temel eklemeden \u00f6nce:<\/span><\/span><\/span>
<\/span><\/p>\n

    \n
  1. Kolon ve perde eksenel y\u00fckleri ile momentlerinin belirlenebilmesi i\u00e7in bina modeli tamamlanm\u0131\u015f ve analiz edilmi\u015f olmal\u0131d\u0131r.<\/span>
    <\/span><\/li>\n
  2. Temel kat\u0131 0 (<\/span>ST: 0<\/span><\/b>), ge\u00e7erli kat olarak ayarlanmal\u0131d\u0131r.<\/span>
    <\/span><\/li>\n<\/ol>\n

    S\u00fcrekli Temel Tan\u0131m\u0131<\/span><\/span>
    <\/span><\/h2>\n

    Yeni bir S\u00fcrekli Temel tan\u0131mlamak i\u00e7in:<\/span><\/span><\/span>
    <\/span><\/p>\n

    \n
    1. S\u00fcrekli temelde kullan\u0131lacak temel kiri\u015fini\/kiri\u015flerini eklemek i\u00e7in \u00fcstteki "Modelleme" sekmesinden Kiri\u015f > Temel Kiri\u015fi yolunu izleyin.<\/span><\/span><\/div>\n
         Kiri\u015fler, d\u00fc\u015fey elemanlar\u0131n (kolon ve perdelerin) alt u\u00e7 noktalar\u0131nda s\u00fcrekli temel i\u00e7inde kalacak \u015fekilde tan\u0131mlanmal\u0131d\u0131r.<\/span>
    <\/span><\/div>\n
    2. S\u00fcrekli temele dahil edilecek t\u00fcm kiri\u015fleri \u00e7oklu se\u00e7in. (Kiri\u015flerin herhangi bir s\u0131rada se\u00e7ilebilece\u011fini unutmay\u0131n.)<\/span>
    <\/span><\/div>\n
    3. K\u0131sayol men\u00fcs\u00fcn\u00fc g\u00f6r\u00fcnt\u00fclemek i\u00e7in sa\u011f t\u0131klay\u0131n ve "<\/span><\/span>S\u00fcrekli Temel Ekle<\/span><\/span><\/i>" se\u00e7ene\u011fini belirleyin. \u201c<\/span><\/span>S\u00fcrekli Temel<\/span><\/span><\/i>\u201d diyalog penceresi g\u00f6r\u00fcnt\u00fclenir. <\/span><\/span><\/div>\n
         Alternatif olarak, <\/span>"<\/span><\/span>S\u00fcrekli Temel Ekle<\/span><\/span><\/i>" simgesine \u00fcstteki \u015feritte t\u0131klay\u0131n. <\/span><\/span>
    4.  "<\/span><\/span>Tasar\u0131m<\/span><\/span><\/i>" d\u00fc\u011fmesine basarak temeli tasarlay\u0131n. Bu konu hakk\u0131nda daha fazla bilgi i\u00e7in a\u015fa\u011f\u0131daki <\/span><\/span>S\u00fcrekli Temel Tasar\u0131m\u0131<\/a><\/span><\/span> b\u00f6l\u00fcm\u00fcne bak\u0131n.<\/span><\/span><\/span><\/div>\n
    5.   S\u00fcrekli temelin tasar\u0131m\u0131n\u0131 tamamlad\u0131ktan sonra, temelin eklenmesini tamamlamak i\u00e7in "<\/span><\/span>Tamam<\/span><\/span><\/i>" d\u00fc\u011fmesine bas\u0131n. <\/span><\/span><\/div>\n<\/blockquote>\n
    \n
    \"Uyar\u0131\" <\/p>\n
    Temelin tasar\u0131m\u0131 do\u011fru \u015fekilde tamamlanmad\u0131ysa "Tamam" d\u00fc\u011fmesi kullan\u0131lamaz.<\/span><\/span> <\/div>\n

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

    Mevcut Bir S\u00fcrekli Temelin D\u00fczenlenmesi<\/span><\/span>
    <\/span><\/h2>\n

    Mevcut bir s\u00fcrekli temeli d\u00fczenlemek i\u00e7in:<\/span><\/span><\/span>
    <\/span><\/p>\n

      \n
    1. Mevcut bir s\u00fcrekli temeli se\u00e7in,<\/span>
      <\/span><\/li>\n
    2. "<\/span><\/span>\u00d6zellikler<\/span><\/span><\/i>" formunu y\u00fcklemek i\u00e7in sa\u011f t\u0131klay\u0131n ve s\u00fcrekli temelin tasar\u0131m\u0131n\u0131 de\u011fi\u015ftirin,<\/span>
      <\/span><\/li>\n
    3. "<\/span><\/span>Tamam<\/span><\/span><\/i>" d\u00fc\u011fmesine basarak temeli "<\/span><\/span>\u00d6zellikler<\/span><\/span><\/i>" formundan g\u00fcncelleyin.<\/span>
      <\/span><\/li>\n<\/ol>\n

      Bu i\u015flemi istedi\u011finiz say\u0131da eleman i\u00e7in tekrarlayabilirsiniz. Bu y\u00f6ntemle bir seferde yaln\u0131zca bir eleman d\u00fczenlenebilir.<\/span><\/span><\/span>
      <\/span><\/p>\n

      S\u00fcrekli Temelin Kiri\u015fleri<\/span><\/span>
      <\/span><\/h2>\n

      S\u00fcrekli temele dahil edilecek kiri\u015fler, s\u00fcrekli temel eklenmeden \u00f6nce tan\u0131mlanmal\u0131d\u0131r. Bu kiri\u015fler a\u015fa\u011f\u0131daki kural ve k\u0131s\u0131tlara g\u00f6re tan\u0131mlanmal\u0131d\u0131r:<\/span><\/span><\/span>
      <\/span><\/p>\n

      Kiri\u015f Boyutlar\u0131 ve D\u0131\u015fmerkezlikleri<\/span><\/span><\/u>
      <\/span><\/h4>\n

      Bir s\u00fcrekli temele dahil edilen kiri\u015flerin boyutlar\u0131 ayn\u0131 olmal\u0131d\u0131r. Farkl\u0131 kesit boyutlar\u0131na sahip kiri\u015fler ve farkl\u0131 akslar \u00fczerindeki kiri\u015fler tek bir s\u00fcrekli temelde birlikte kullan\u0131lamaz.<\/span><\/span><\/span><\/p>\n

      S\u00fcrekli Temel Tasar\u0131m\u0131<\/span><\/span>
      <\/span><\/h2>\n

      "<\/span><\/span>S\u00fcrekli Temel<\/span><\/span><\/i>" diyalog penceresi, temel kiri\u015fleri se\u00e7ildikten sonra sa\u011f t\u0131klayarak g\u00f6r\u00fcnt\u00fclenen k\u0131sayol men\u00fcs\u00fcnden "<\/span><\/span>S\u00fcrekli Temel Ekle<\/span><\/span><\/i>" se\u00e7ene\u011fi se\u00e7ildi\u011finde y\u00fcklenir.<\/span><\/span><\/span>
      <\/span><\/p>\n

      "<\/span><\/span>S\u00fcrekli Temel<\/span><\/span><\/i>" diyalog penceresi, mevcut bir s\u00fcrekli temel se\u00e7ildikten sonra sa\u011f t\u0131klayarak g\u00f6r\u00fcnt\u00fclenen k\u0131sayol men\u00fcs\u00fcnden "<\/span><\/span>\u00d6zellikler<\/span><\/span><\/i>" se\u00e7ene\u011fi se\u00e7ildi\u011finde de g\u00f6r\u00fcnt\u00fclenebilir.<\/span><\/span><\/span><\/p>\n

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

      \u015eerit temel hesaplar\u0131, elastik zemine oturan kiri\u015f y\u00f6ntemi (\u201c<\/span><\/span>Winkler Y\u00f6ntemi<\/span><\/span><\/i>\u201d) esas al\u0131narak yap\u0131l\u0131r. Hesaplar t\u00fcm y\u00fck kombinasyonlar\u0131 i\u00e7in veya t\u00fcm y\u00fck kombinasyonlar\u0131n\u0131n zarf\u0131 i\u00e7in yap\u0131labilir. Zarf hesab\u0131, zemin yatak katsay\u0131s\u0131n\u0131n bir aral\u0131\u011f\u0131 i\u00e7in de yap\u0131labilir.<\/span><\/span><\/span>
      <\/span><\/p>\n

      \u015eerit Temel Tasar\u0131m\u0131nda kullan\u0131lacak beton s\u0131n\u0131f\u0131n\u0131, \u00e7elik s\u0131n\u0131f\u0131n\u0131 ve donat\u0131 \u00e7ap\u0131n\u0131 belirlemek i\u00e7in \u00f6nce \u201c<\/span><\/span>Building setout<\/span><\/span><\/i>\u201d sekmesinde \u201c<\/span><\/span>Materials<\/span><\/span><\/i>\u201d se\u00e7ene\u011fini se\u00e7in. Ard\u0131ndan \u201c<\/span><\/span>Material<\/span><\/span><\/i>\u201d diyalog penceresinde \u201c<\/span><\/span>Foundation Floor<\/span><\/span><\/i>\u201d sekmesine bas\u0131n.<\/span><\/span><\/span>
      <\/span><\/p>\n

      \u015eerit Temel Hesab<\/span><\/span><\/span><\/span><\/b>\u0131<\/b><\/span><\/span><\/span><\/span><\/u>
      <\/span><\/div>\n
        \n
      1. \u0130lgili t\u00fcm kolon, perde ve kiri\u015flerin y\u00fckleme ve geometri bilgileri \u201c<\/span><\/span>Strip Footing<\/span><\/span><\/i>\u201d diyalog penceresine y\u00fcklenir. Sadece beyaz alandaki bilgiler de\u011fi\u015ftirilebilir.<\/span><\/span>
        <\/span><\/li>\n
      2. "<\/span><\/span>Strip Footing Label<\/span><\/span><\/i>" alan\u0131na etiketi girin.<\/span><\/span>
        <\/span><\/li>\n
      3. Hesab\u0131n yap\u0131laca\u011f\u0131 kombinasyonu \u201cLoading\u201d b\u00f6l\u00fcm\u00fcndeki a\u00e7\u0131l\u0131r liste ile se\u00e7in. T\u00fcm kombinasyonlar i\u00e7in bir tasar\u0131m zarf\u0131 elde etmek isterseniz \u201cDesign Envelope\u201d onay kutusunu i\u015faretleyin.<\/span><\/span>
        <\/span><\/li>\n
      4. \u201cSubgrade Reaction Coefficient\u201d alan\u0131na zemin yatak katsay\u0131s\u0131 de\u011ferini girin.<\/span><\/span>
        <\/span><\/li>\n
      5. Hesaplar\u0131 bir zemin yatak katsay\u0131s\u0131 aral\u0131\u011f\u0131 i\u00e7in yapmak isterseniz \u201cStep\u201d onay kutusunu i\u015faretleyin. Etkinle\u015fen ikinci alana ikinci zemin yatak katsay\u0131s\u0131 de\u011ferini girin. D\u00f6nd\u00fcrme d\u00fc\u011fmelerini kullanarak aral\u0131k hesab\u0131 i\u00e7in ad\u0131m say\u0131s\u0131n\u0131 belirtin.<\/span><\/span>
        <\/span><\/li>\n
      6. Temel geni\u015fli\u011fini belirlemek i\u00e7in \u201cSelection of Soil Stress for Calculating the Footing Width\u201d b\u00f6l\u00fcm\u00fcnden uygun y\u00f6ntemi se\u00e7in.<\/span><\/span>
        <\/span><\/li>\n
      7. \u201cDesign\u201d d\u00fc\u011fmesine t\u0131klay\u0131n. <\/span><\/span><\/li>\n
          \n
        1. Zemin yatak katsay\u0131s\u0131 ve kombinasyon zarf\u0131 hesaplar\u0131n\u0131 birlikte yapmak isterseniz \u201cDesign Envelope\u201d ve \u201cStep\u201d kutular\u0131n\u0131n birlikte i\u015faretlenmesi gerekti\u011fine dikkat edin.<\/span><\/span>
          <\/span><\/li>\n<\/ol>\n
        2. Hesap sonu\u00e7lar\u0131 \u201cStrip Footing Design Results\u201d formuna y\u00fcklenir. <\/span><\/span><\/li>\n
            \n
          1. Zemin gerilmesi, kesme ve moment diyagramlar\u0131 g\u00f6sterilir. <\/span><\/span><\/li>\n
          2. Analiz ve tasar\u0131m\u0131 incelemek i\u00e7in "Design Report"a t\u0131klay\u0131n<\/span><\/span><\/li>\n
          3. Tasar\u0131m\u0131 tamamlamak ve diyalog penceresini kapatmak i\u00e7in "OK"e t\u0131klay\u0131n. <\/span><\/span><\/li>\n<\/ol>\n
          4. Ana Strip Footing diyalog penceresi art\u0131k tasar\u0131m\u0131 yans\u0131t\u0131r:  <\/span><\/span><\/li>\n
              \n
            1. Temel Geni\u015fli\u011fi, izin verilen maksimum zemin gerilmesini sa\u011flayacak en k\u00fc\u00e7\u00fck de\u011fere otomatik olarak tasarlan\u0131r. <\/span><\/span>
              <\/span><\/li>\n
            2. Tasarlanan geni\u015fli\u011fi dikkatle inceleyin; gerekirse bu geni\u015fli\u011fin \u00fczerine yaz\u0131n veya yukar\u0131 yuvarlay\u0131n. Geni\u015fli\u011fi azaltmay\u0131n, aksi halde yetersiz kal\u0131r. <\/span><\/span>
              <\/span><\/li>\n
            3. Temel geni\u015fli\u011fi de\u011fi\u015ftirilirse, tasar\u0131m\u0131 yeniden kontrol etmek i\u00e7in "Design"a t\u0131klay\u0131n; ard\u0131ndan Tasar\u0131m Raporunu yeniden olu\u015fturun.  <\/span><\/span><\/li>\n<\/ol>\n
            4. \u201cDesign\u201d sekmesinde \u201cFoundation Beams\u201di se\u00e7erek temel kiri\u015flerinin tasar\u0131m\u0131n\u0131 yapabilirsiniz.<\/span><\/span>
              <\/span><\/li>\n<\/ol>\n

              Temel Geni\u015fli\u011finin Hesaplanmas\u0131nda Kullan\u0131lacak Zemin Gerilmesinin Se\u00e7imi<\/span><\/span><\/u>
              <\/span><\/h4>\n

              \u015eerit temel tasar\u0131m\u0131na ba\u015flamadan \u00f6nce, temel alt\u0131ndaki zemin bas\u0131nc\u0131n\u0131n hangi y\u00f6ntemle hesaplanaca\u011f\u0131n\u0131n belirlenmesi gerekir. Bu ama\u00e7la, \u201cSoil Pressure Selection Criteria for Calculating the Footing Width\u201d alan\u0131nda verilen y\u00f6ntemler aras\u0131ndan uygun olan\u0131 se\u00e7in. <\/span><\/span><\/span>
              <\/span><\/p>\n

              Varsay\u0131lan y\u00f6ntem, normalde yumu\u015fak zeminler i\u00e7in kullan\u0131lan \u201c<\/span><\/span>Maximum Soil Stress<\/span><\/span><\/i>\u201dd\u00fcr. \u00d6zellikle sa\u011flam zeminler i\u00e7in \u201c<\/span><\/span>Average in L\/4 Column Region<\/span><\/span><\/i>\u201d, \u201c<\/span><\/span>Average in L\/2 Column Region<\/span><\/span><\/i>\u201d gibi di\u011fer y\u00f6ntemler de kullan\u0131labilir. Bu iki y\u00f6ntem, hesaplanan zemin bas\u0131nc\u0131 kontrols\u00fcz bi\u00e7imde azalabildi\u011finden ve g\u00fcvensiz bir tasar\u0131ma yol a\u00e7abildi\u011finden dikkatle kullan\u0131lmal\u0131d\u0131r.<\/span><\/span><\/span>
              <\/span><\/p>\n

              Sol ve Sa\u011f Uzatmalar<\/span><\/span><\/u>
              <\/span><\/h4>\n

              \u015eerit temelin ba\u015flang\u0131c\u0131nda ve sonunda uzatmalar i\u00e7in ayr\u0131lm\u0131\u015f iki alan bulunur.<\/span><\/span><\/span>
              <\/span><\/p>\n

              Tasar\u0131ma bu t\u00fcr uzatmalar\u0131 dahil etmek istiyorsan\u0131z, konsol (uzatma) uzunluklar\u0131n\u0131 \u201cSa\u011f Konsol\u201d ve \u201cSol Konsol\u201d alanlar\u0131na girin.<\/span><\/span><\/span>
              <\/span><\/p>\n


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

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

              Temel Geni\u015fli\u011fi<\/span><\/span><\/u>
              <\/span><\/span><\/h4>\n

              Hesaplamalardan \u00f6nce bu alana herhangi bir de\u011fer girmezseniz, gerekli temel geni\u015fli\u011fi otomatik olarak hesaplan\u0131r. Bu alana hesaplanan de\u011ferden farkl\u0131 geni\u015flik de\u011ferleri de girebilirsiniz. Ancak bu durumda \u201cTasar\u0131m\u201d d\u00fc\u011fmesine tekrar t\u0131klaman\u0131z gerekir. Gerekli geni\u015flik, girdi\u011finiz de\u011ferden b\u00fcy\u00fckse hesaplanan de\u011fer kullan\u0131l\u0131r. Girilen de\u011fer gerekli geni\u015flikten b\u00fcy\u00fckse, girilen de\u011fer kullan\u0131l\u0131r.<\/span><\/span><\/span>
              <\/span><\/span><\/p>\n

              Temel Derinli\u011fi<\/span><\/span><\/u>
              <\/span><\/span><\/h4>\n

              Temel Derinli\u011fi, tasar\u0131mdan \u00f6nce belirtilmelidir. Gerekirse bu de\u011fer de\u011fi\u015ftirilebilir, ancak bu durumda tasar\u0131m\u0131n tekrarlanmas\u0131 gerekir.<\/span><\/span><\/span>
              <\/span><\/span><\/p>\n

              Temel Donat\u0131 \u00c7ap\u0131<\/span><\/span><\/u>
              <\/span><\/span><\/h4>\n

              Temel tasar\u0131m\u0131nda kullan\u0131lacak donat\u0131 \u00e7ap\u0131n\u0131 girin. Donat\u0131 aral\u0131\u011f\u0131 \u00e7ok s\u0131k hesaplan\u0131rsa, daha b\u00fcy\u00fck bir \u00e7ap belirtin.<\/span><\/span><\/span>
              <\/span><\/span><\/p>\n

              Kolon Listesi<\/span><\/span><\/u>
              <\/span><\/span><\/h4>\n

              \u015eerit temel aks\u0131 \u00fczerinde bulunan bir kolona ait bilgiler, kolon listesi tablosu kullan\u0131larak ayarlanabilir. Gerekli de\u011fi\u015fiklikleri, tablo h\u00fccrelerine do\u011frudan t\u0131klayarak yap\u0131n. Tablodaki veri alanlar\u0131 a\u015fa\u011f\u0131da a\u00e7\u0131klanm\u0131\u015ft\u0131r.<\/span><\/span><\/span>
              <\/span><\/span><\/p>\n

              Kolon Ad\u0131<\/span><\/span><\/u>
              <\/span><\/span><\/h5>\n

              Grafik Edit\u00f6r i\u00e7inde tan\u0131mlanan kolonun ad\u0131 burada yaz\u0131l\u0131d\u0131r.<\/span><\/span><\/span>
              <\/span><\/span><\/p>\n

              Kolon Kesiti <\/span><\/u>(<\/span>b-kolon\/<\/span><\/u><\/span>e-kolon)<\/span><\/span><\/u>
              <\/span><\/h5>\n

              Kolonlar\u0131n \u015ferit temel do\u011frultusundaki uzunlu\u011fu (b-kolon), \u015ferit temele dik do\u011frultudaki uzunlu\u011fu ise (e-kolon) olarak ifade edilir. Kiri\u015flerde hesaplanan mesnet momentleri ve kesme kuvvetleri, bu parametrenin de\u011ferleri art\u0131r\u0131larak azalt\u0131l\u0131r.<\/span><\/span><\/span>
              <\/span><\/p>\n

              Eksenel Y\u00fckler ve Momentler<\/span><\/b><\/span><\/u>
              <\/span><\/span><\/span><\/h5>\n
              Se\u00e7ilen kombinasyon i\u00e7in temel kolonlar\u0131n\u0131n alt d\u00fc\u011f\u00fcm noktalar\u0131nda bulunan eksenel y\u00fckler ve momentler burada listelenir. <\/span><\/span><\/div>\n

              <\/span><\/div>\n
              <\/div>\n
              Dik A\u00e7\u0131kl\u0131k Geni\u015fli\u011fi<\/span><\/span><\/u>
              <\/span><\/h5>\n

              \u015eerit temeller 2B bir aks sistemi \u015feklinde yerle\u015ftirilmi\u015fse, kolon eksenel y\u00fckleri iki do\u011frultudaki iki temel aras\u0131nda payla\u015ft\u0131r\u0131lmal\u0131d\u0131r. Bu ama\u00e7la, kolonun dik do\u011frultudaki mesafesini \u201c<\/span><\/span>Di\u011fer Y\u00f6n Uzunlu\u011fu<\/span><\/span><\/i>\u201d alan\u0131na girin. Bu sayede azalt\u0131lm\u0131\u015f eksenel y\u00fckler \u201c\u015eerit Temel Sonu\u00e7lar\u0131\u201d formunda g\u00f6r\u00fclebilir. <\/span><\/span><\/span><\/p>\n

              Dik A\u00e7\u0131kl\u0131k Geni\u015fli\u011finin Tan\u0131m\u0131.<\/span><\/span><\/span>
              <\/span><\/p>\n

              Yukar\u0131daki \u00f6rnek \u015fekilde: \u201c<\/span><\/span>d1<\/span><\/span><\/i>\u201d, \u015ferit temel A aks\u0131 boyunca hesapland\u0131\u011f\u0131nda <\/span><\/span>S1<\/span><\/span><\/i> kolonu i\u00e7in dik a\u00e7\u0131kl\u0131k geni\u015fli\u011fidir. Benzer \u015fekilde, B aks\u0131 boyunca S2 kolonu i\u00e7in dik a\u00e7\u0131kl\u0131k geni\u015fli\u011fi \u201c<\/span><\/span>d1 + d2<\/span><\/span><\/i>\u201ddir. C aks\u0131 boyunca S3 kolonu i\u00e7in de\u011fer ise di\u011ferlerinden farkl\u0131 olarak \u201c<\/span><\/span>d2 + 2*d3<\/span><\/span><\/i>\u201d \u015feklindedir.<\/span><\/span><\/span><\/p>\n

              \"Notlar\"<\/p>\n

              Neden 2*d3? <\/span><\/span><\/b> <\/span><\/span><\/span>
              <\/span><\/span><\/p>\n

              Kolon y\u00fck\u00fcn\u00fcn iki do\u011frultu aks\u0131 aras\u0131nda da\u011f\u0131t\u0131lmas\u0131 s\u0131ras\u0131nda kolon alan\u0131n\u0131 bulmak i\u00e7in, di\u011fer do\u011frultu olarak girdi\u011finiz de\u011ferin yar\u0131s\u0131 kullan\u0131l\u0131r. <\/span><\/span><\/span>
              <\/span><\/span><\/div>\n
              Bu nedenle, di\u011fer do\u011frultuda konsol kiri\u015f varsa, di\u011fer do\u011frultunun boyutu olarak konsol kiri\u015fin uzunlu\u011funun iki kat\u0131n\u0131 dahil etmeniz gerekir.<\/span><\/span><\/span><\/div>\n

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

              <\/div>\n
              <\/div>\n
              <\/div>\n","protected":false},"excerpt":{"rendered":"

              ProtaStructure’da kolon ve perdeler alt\u0131nda s\u00fcrekli temel nas\u0131l tan\u0131mlan\u0131r, d\u00fczenlenir ve tasarlan\u0131r; temel kiri\u015fi kurallar\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":[19,46],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1847","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-foundation-modelling-and-design"],"yoast_head":"\nS\u00fcrekli Temel Tan\u0131mlama ve Tasar\u0131m\u0131 | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da s\u00fcrekli temel tan\u0131mlama, d\u00fczenleme ve tasar\u0131m ad\u0131mlar\u0131n\u0131 \u00f6\u011frenin; temel kiri\u015fleri, kurallar ve k\u0131s\u0131tlar hakk\u0131nda bilgi al\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\/surekli-temel-tanimlama\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"S\u00fcrekli Temel\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da s\u00fcrekli temel tan\u0131mlama, d\u00fczenleme ve tasar\u0131m ad\u0131mlar\u0131n\u0131 \u00f6\u011frenin; 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