{"id":1838,"date":"2026-08-03T21:34:44","date_gmt":"2026-08-03T21:34:44","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kat-ile-ilgili-kontroller-ve-ayarlar\/"},"modified":"2026-08-03T21:34:44","modified_gmt":"2026-08-03T21:34:44","slug":"kat-ile-ilgili-kontroller-ve-ayarlar","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kat-ile-ilgili-kontroller-ve-ayarlar\/","title":{"rendered":"Kat \u0130le \u0130lgili Kontroller ve Ayarlar"},"content":{"rendered":"
"Building Setout" sekmesi > Storey Operations alt\u0131ndaki se\u00e7enekler kullan\u0131larak kat bilgileri de\u011fi\u015ftirilebilir ve aktif kat se\u00e7ilebilir. Alternatif olarak, Structure Tree i\u00e7inde "storeys" \u00fczerine sa\u011f t\u0131klayarak da kat i\u015flemi ayarlar\u0131na eri\u015filebilir.
<\/span><\/div>\n

Kat Se\u00e7
<\/span><\/h2>\n

Grafik Edit\u00f6r, kullan\u0131c\u0131n\u0131n ayn\u0131 anda bir kat \u00fczerinde \u00e7al\u0131\u015fmas\u0131na imkan verecek \u015fekilde d\u00fczenlenmi\u015ftir. Aktif kat, "Select Storey" se\u00e7ene\u011fi kullan\u0131larak veya aktif hale getirilmek istenen kat\u0131n etiketine do\u011frudan \u00e7ift sol t\u0131klanarak se\u00e7ilebilir. "Select Storey" se\u00e7ene\u011fi tercih edildi\u011finde, se\u00e7ilen kat diyalog penceresinde g\u00f6r\u00fcn\u00fcr ve vurgulanan kat aktif kat olur.<\/span><\/span><\/span>
<\/span><\/p>\n

Kat Ekle
<\/span><\/h2>\n

Yeni bir kat \u015fu \u015fekilde eklenebilir:
<\/span><\/p>\n

    \n
  1. "Storey" <\/span>\u00fczerine sa\u011f t\u0131klay\u0131n.<\/span><\/b>
    <\/span><\/li>\n
  2. "Insert Storey"<\/span> se\u00e7ene\u011fine t\u0131klay\u0131n.<\/span><\/b>
    <\/span><\/li>\n<\/ol>\n

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

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

    <\/span><\/div>\n
    Bu sekme, binadaki kat say\u0131s\u0131n\u0131 tan\u0131mlamak veya de\u011fi\u015ftirmek i\u00e7in kullan\u0131l\u0131r.
    <\/span><\/div>\n

    <\/span><\/div>\n
    "Storey No." alan\u0131na mevcut bir kat numaras\u0131 girilmesi, o kat\u0131n \u00fczerine yeni bir kat ekler. \u00d6rne\u011fin, 4 katl\u0131 bir binada "Storey No." giri\u015f alan\u0131na 3 girilmesi, mevcut binaya yeni bir kat ekler ve mevcut 3. Kat, 4. Kat olarak yukar\u0131 kayar. <\/span><\/div>\n

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

    <\/span><\/div>\n
    "Storey No." alan\u0131na girilen de\u011fer, modeldeki kat say\u0131s\u0131ndan fazla oldu\u011funda, yeni eklenen katlar mevcut katlar\u0131n \u00fczerine eklenir. \u00d6rne\u011fin, 4 katl\u0131 bir binada "Storey No." giri\u015f alan\u0131na 6 girildi\u011finde, en \u00fcst kat\u0131n \u00fczerine 2 yeni kat eklenir.
    <\/span><\/div>\n

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

    Ara Kat Ekle
    <\/span><\/h3>\n
    "<\/span>Add Intermediate Storey" <\/span><\/i><\/b>se\u00e7ene\u011fi i\u015faretlendi\u011finde, se\u00e7ilen kat\u0131n y\u00fcksekli\u011fi 2 kata b\u00f6l\u00fcn\u00fcr.
    <\/span><\/div>\n
    \u00d6rne\u011fin, 5 m y\u00fcksekli\u011findeki 1. Kat, her biri 2,5 m olan 2 kata b\u00f6l\u00fcn\u00fcr.
    <\/span><\/div>\n

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

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

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

    Kat \u00dcret
    <\/span><\/h2>\n
    Belirli bir kat\u0131n bilgileri, "Building" a\u00e7\u0131l\u0131r men\u00fcs\u00fcndeki "Generate Storey" se\u00e7ene\u011fi kullan\u0131larak ba\u015fka bir kata kolayca kopyalanabilir.
    <\/span><\/div>\n
    Bu form ile yeni bir kat eklenemez. Bir binadaki kat say\u0131s\u0131n\u0131 art\u0131rmak i\u00e7in "Insert Storey" kullan\u0131lmal\u0131d\u0131r.
    <\/span><\/div>\n

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

    Bu formda a\u015fa\u011f\u0131daki alanlar bulunur:
    <\/span><\/p>\n

    Kaynak Kat
    <\/span><\/h3>\n

    Binadaki mevcut katlar\u0131n a\u00e7\u0131l\u0131r listesinden kopyalanacak kaynak kat\u0131 se\u00e7in.
    <\/span><\/p>\n

    Hedef Kat(lar)
    <\/span><\/h3>\n
    "Source Storey"de tan\u0131mlanan t\u00fcm bilgiler "Target Storey(s)"e kopyalan\u0131r.
    <\/span><\/div>\n
    Kopyalama i\u015flemi s\u0131ras\u0131nda, eleman etiketleri hedef kat\u0131n etiketleme kurallar\u0131na uyacak \u015fekilde olu\u015fturulur. \u00d6rne\u011fin, "1B20" etiketli kiri\u015f 3. Kata kopyaland\u0131\u011f\u0131nda, yeni kiri\u015fin etiketi "3B20" olur.
    <\/span><\/div>\n

    \u00dcretilecek Eleman Tipleri
    <\/span><\/h3>\n
    Hedef kata \u00fcretilmesi istenmeyen elemanlar\u0131 elemek i\u00e7in eleman tipi filtrelerini kullanabilirsiniz.
    <\/span><\/div>\n

    Kat Bilgisini Sil
    <\/span><\/h2>\n
    Belirli bir kattaki t\u00fcm bilgiler "Delete Storey Information" kullan\u0131larak silinebilir.
    <\/span><\/div>\n
    Tablodan silinecek katlar\u0131 vurgulay\u0131n ve "OK" tu\u015funa bas\u0131n. Se\u00e7ilen kat(lar)daki t\u00fcm tan\u0131ml\u0131 nesneler silinir.
    <\/span><\/div>\n
    \n
    \"Uyar\u0131\"<\/p>\n
    Bu men\u00fc se\u00e7ene\u011fi ile binadaki kat say\u0131s\u0131 azalt\u0131lamaz. Bir binadaki kat say\u0131s\u0131n\u0131 azaltmak i\u00e7in "Remove Storey" kullan\u0131lmal\u0131d\u0131r.<\/span><\/div>\n

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

    Kat Kald\u0131r
    <\/span><\/h2>\n
    Binadaki bir veya daha fazla se\u00e7ili kat, "Building" a\u00e7\u0131l\u0131r men\u00fcs\u00fcndeki "Remove Storey" se\u00e7ene\u011fi kullan\u0131larak kald\u0131r\u0131labilir.
    <\/span><\/div>\n
    Tablodan kald\u0131r\u0131lmak istenen katlar\u0131 vurgulay\u0131p "OK"a bas\u0131lmas\u0131, se\u00e7ilen kat(lar)\u0131 kald\u0131r\u0131r ve binadaki kat say\u0131s\u0131 buna g\u00f6re azal\u0131r.
    <\/span><\/div>\n

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

    Kat D\u00fczenle
    <\/span><\/h2>\n
    Belirli bir kat\u0131n parametrelerini de\u011fi\u015ftirmek i\u00e7in "Edit Storey" kullan\u0131l\u0131r. 
    <\/span><\/div>\n

    <\/span><\/div>\n
    Zemin\/toprak seviyesi ST: 0’dan y\u00fcksekse, No. of Rigid Basements tan\u0131mlanabilir. \u00d6rne\u011fin, ST: 02 zemin seviyesiyse, "2" girin.
    <\/span><\/div>\n

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

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

    <\/span><\/div>\n
    \"Bilgi\"<\/p>\n
    No. of Rigid Basements ayarland\u0131ktan sonra, bu ayar\u0131n etkili olmas\u0131 i\u00e7in Automatic Wind Load Calculation’\u0131 yeniden uygulaman\u0131z gerekir.<\/span><\/div>\n

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

    Kat Y\u00fcksekli\u011fi (h)
    <\/span><\/h3>\n

    Kat y\u00fcksekli\u011fi, ard\u0131\u015f\u0131k katlar\u0131n \u00fcst referans seviyeleri aras\u0131ndaki uzakl\u0131k olarak tan\u0131mlan\u0131r. \u00dcst referans seviyesi, varsay\u0131lan olarak ilgili katta olu\u015fturulan d\u00f6\u015feme ve kiri\u015flerin \u00fcst noktas\u0131d\u0131r. 
    <\/span><\/p>\n


    <\/span><\/div>\n
    <\/div>\n
    \"Uyar\u0131\"<\/p>\n
    Kat y\u00fcksekli\u011finin, <\/span>o katta bulunan en b\u00fcy\u00fck kiri\u015f y\u00fcksekli\u011fine e\u015fit veya bundan k\u00fc\u00e7\u00fck olmamas\u0131 gerekti\u011fini<\/span><\/b> unutmay\u0131n. Daha fazla bilgi i\u00e7in Kiri\u015f Y\u00fcksekli\u011fi Kat Y\u00fcksekli\u011fine E\u015fit veya B\u00fcy\u00fck Oldu\u011funda Kolonda Olu\u015fturulan Rijit Ba\u011flant\u0131<\/a> makalesine bakabilirsiniz<\/span><\/div>\n

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

    Seviye <\/span><\/span>
    <\/span><\/h3>\n
    Bu, diyalog penceresinin alt\u0131ndaki <\/span>Kat Y\u00fcksekli\u011fi<\/span><\/b><\/i> ve <\/span>1. Kat Alt Seviyesi<\/span><\/b><\/i> <\/span> <\/span><\/b>giri\u015f alan\u0131na g\u00f6re otomatik olarak hesaplanan kat \u00fcst referans seviyesidir. Bu alan otomatik hesaplanmas\u0131 gerekti\u011finden elle de\u011fi\u015ftirilemez. 
    <\/span><\/div>\n
    Referans seviye bilgisi plan \/ yerle\u015fim ve kiri\u015f detay \u00e7izimlerinde g\u00f6sterilebilir.  Analizi hi\u00e7bir \u015fekilde etkilemez. 
    <\/span><\/div>\n
    \n

    1. Kat Alt Seviyesi
    <\/span><\/h3>\n
    Yukar\u0131da a\u00e7\u0131kland\u0131\u011f\u0131 gibi, katlar\u0131n referans seviyeleri bu "1. Kat Alt Seviyesi" alan\u0131 kullan\u0131larak otomatik hesaplan\u0131r.  \u00dcstteki t\u00fcm katlar bu referans seviyesi kullan\u0131larak otomatik hesaplan\u0131r.  <\/span> <\/span><\/span> <\/span>Seviyeler<\/span><\/b> alan\u0131nda oldu\u011fu gibi, <\/span><\/i> <\/span>bu de\u011fer de analizi hi\u00e7bir \u015fekilde etkilemez. <\/span><\/span>
    <\/span><\/div>\n<\/div>\n

    Kat Etiketi
    <\/span><\/h3>\n
    Belirli bir katta tan\u0131mlanan yap\u0131sal elemanlar, o kata ait kat etiketi kullan\u0131larak olu\u015fturulur. 
    <\/span><\/div>\n
    \u00d6rne\u011fin, 1. kat etiketi "1" olarak tan\u0131mlan\u0131rsa, bu katta kiri\u015fler "1B1", "1B2" vb. \u015feklinde olu\u015fturulur.
    <\/span><\/div>\n

    Kat A\u00e7\u0131klamas\u0131
    <\/span><\/h3>\n
    Binan\u0131n belirli bir kat\u0131n\u0131n a\u00e7\u0131klamas\u0131 burada belirtilir. \u00d6rne\u011fin, zemin kat, \u00e7at\u0131 vb.
    <\/span><\/div>\n

    Kat Tipi
    <\/span><\/h3>\n
    "Ara Kat<\/i>" se\u00e7ildi\u011finde, program bu kat\u0131 ara kat olarak tan\u0131mlaman\u0131za olanak sa\u011flar; bu durumda kat d\u00fczensizlik kontrollerinden hari\u00e7 tutulur, ancak bina analizinde tam rijitlik, k\u00fctle ve y\u00fck de\u011ferleriyle hesaba kat\u0131lmaya devam eder.<\/span><\/div>\n
    \n

    Plan geni\u015fli\u011fi (D1 ve D2)<\/span><\/span><\/span>
    <\/span><\/h3>\n
    D1: Birincil deprem y\u00fckleme do\u011frultusuna paralel plan geni\u015fli\u011fi. D\u0131\u015fmerkezlik hesab\u0131nda ve \u00fcst seviye deprem y\u00fck\u00fcnde kullan\u0131l\u0131r.
    <\/span><\/div>\n
    D2: Birincil deprem y\u00fckleme do\u011frultusuna dik plan geni\u015fli\u011fi. D\u0131\u015fmerkezlik hesab\u0131nda ve \u00fcst seviye deprem y\u00fck\u00fcnde kullan\u0131l\u0131r.
    <\/span><\/div>\n
    Bu de\u011ferler model plan boyutlar\u0131na g\u00f6re otomatik belirlenir. De\u011ferler elle yeniden girilebilir. 
    <\/span><\/div>\n

    Toplam perde alan\u0131 (Perde 1 ve Perde 2)
    <\/span><\/h3>\n
    W1: Kat\u0131n 1. deprem do\u011frultusu boyunca toplam perde alan\u0131. Zay\u0131f kat d\u00fczensizlik kontrol\u00fcnde kullan\u0131l\u0131r.
    <\/span><\/div>\n
    W2: Kat\u0131n 2. deprem do\u011frultusu boyunca toplam perde alan\u0131. Zay\u0131f kat d\u00fczensizlik kontrol\u00fcnde kullan\u0131l\u0131r.
    <\/span><\/div>\n
    \n
    Bu de\u011ferler otomatik belirlenmez; deprem analizi yap\u0131l\u0131yorsa kullan\u0131c\u0131 taraf\u0131ndan girilmelidir. 
    <\/span><\/div>\n

    Hareketli Y\u00fck Azaltmas\u0131
    <\/span><\/h3>\n<\/div>\n<\/div>\n
    \n
    Hareketli y\u00fck azaltmas\u0131, tablodaki her kat i\u00e7in azaltma y\u00fczdeleri girilerek her kata uygulanabilir.  <\/span>Girilen de\u011ferler y\u00fczdedir; %10 azaltma i\u00e7in 10 yaz\u0131n.  <\/span><\/span>
    <\/span><\/div>\n
    Hareketli y\u00fck azaltmas\u0131, ilgili tasar\u0131m kodunda belirtildi\u011fi \u00fczere yaln\u0131zca kolon, perde ve temel tasar\u0131m\u0131n\u0131 etkiler.
    <\/span><\/div>\n
    Alt diyalogda, ayn\u0131 ba\u015fl\u0131k alt\u0131nda, Hareketli Y\u00fck Azaltmas\u0131 b\u00f6l\u00fcm\u00fcnde "Uygula" t\u0131klanarak otomatik \u00f6nerilen azaltma yap\u0131labilir:<\/span><\/span>
    <\/span><\/div>\n
      \n
    1. "\u00c7at\u0131y\u0131 Normal Kat Olarak Kabul Et" i\u015faretliyse, azaltma \u00e7at\u0131n\u0131n bir alt kat\u0131ndan ba\u015flar  (yani \u00e7at\u0131 kat\u0131 azaltmas\u0131 %0 olur)
      <\/span><\/li>\n
    2. "\u00c7at\u0131y\u0131 Normal Kat Olarak Kabul Et" i\u015faretli de\u011filse, azaltma \u00e7at\u0131n\u0131n 2 alt kat\u0131ndan ba\u015flar (yani \u00e7at\u0131 kat\u0131 ve bir alt\u0131ndaki kat azaltmas\u0131 %0 olur)
      <\/span><\/li>\n
    3. Otomatik azaltman\u0131n dikkatle kullan\u0131lmas\u0131 gerekti\u011fini unutmay\u0131n; \u00f6nerilen de\u011ferlerin ilgili tasar\u0131m koduna uygun oldu\u011funu do\u011frulamak m\u00fchendisin sorumlulu\u011fundad\u0131r
      <\/span><\/li>\n<\/ol>\n<\/div>\n
      Hareketli y\u00fck azaltma katsay\u0131lar\u0131ndan herhangi birini de\u011fi\u015ftirirseniz, belirtilen yeni de\u011ferlere g\u00f6re projenin kaydedilmesini hat\u0131rlatan bir uyar\u0131 notu g\u00f6r\u00fcnt\u00fclenir.<\/span><\/span><\/div>\n

      Hareketli Y\u00fck Azaltmas\u0131 \u00d6rne\u011fi<\/span>
      <\/h3>\n
      Bu \u00f6rnekte, \u015fu hareketli y\u00fck azaltmas\u0131n\u0131 ayarlayaca\u011f\u0131z:   ve ST01 = %20, <\/span>ST02 = %10, ST03 & ST04 = %0  (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span>
      <\/span><\/div>\n

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

      <\/span><\/div>\n
      Analizi \u00e7al\u0131\u015ft\u0131rd\u0131ktan sonra kolonun eksenel y\u00fck\u00fcn\u00fc farkl\u0131 kaynaklardan kontrol edebiliriz; \u00f6rne\u011fin Analiz Modu<\/a>nda, Analiz Sonu\u00e7lar\u0131 Diyagram\u0131<\/a>n\u0131 g\u00f6stererek veya G\u00f6rsel Sorgulama<\/a> ile plan g\u00f6r\u00fcn\u00fc\u015fte eksenel kuvveti do\u011frudan g\u00f6r\u00fcnt\u00fcleyerek.  <\/span><\/div>\n

      <\/span><\/div>\n
      \u015eunu kabul edelim:  <\/span>
      <\/span><\/div>\n
        \n
      1. ST01'deki bir kolonun analiz eksenel y\u00fck\u00fc, N<\/b> i\u00e7in G = 100 kN ve Q = 50 kN olsun. <\/span>
        <\/span><\/li>\n
      2. Tasar\u0131m y\u00fck kombinasyonu 1, [1.4 G + 1.6 Q]<\/b><\/span>
        <\/span><\/span><\/li>\n<\/ol>\n
         Tasar\u0131m y\u00fck kombinasyonu, hareketli y\u00fck azaltmas\u0131n\u0131 her zaman otomatik olarak hesaba katar. Hesaplama \u015fu \u015fekildedir: <\/span>
        <\/span><\/span><\/div>\n
          \n
        1. ST01 i\u00e7in Hareketli Y\u00fck Azalt\u0131m\u0131 %20<\/b>‘dir. Bu, t\u00fcm hareketli y\u00fck\u00fcn herhangi bir y\u00fck kombinasyonu hesab\u0131nda, g\u00f6steriminde veya \u00e7\u0131kt\u0131s\u0131nda otomatik olarak 0,8 (%80)<\/b> ile \u00e7arp\u0131laca\u011f\u0131 anlam\u0131na gelir. <\/span>
          <\/span><\/span><\/li>\n
        2. Tasar\u0131m Y\u00fck Kombinasyonu 1’in eksenel y\u00fck\u00fc: 1,4 * G + 1,6 * Q * (1-[Y\u00fck azaltma fakt\u00f6r\u00fc]) = (1,4 * 100) + (1,6 * 50 * 0,8)  = 140 + 64 = 204 kN<\/span><\/li>\n<\/ol>\n
          <\/p>\n
          \"Notlar\"<\/p>\n
          Tasar\u0131m y\u00fck kombinasyonu g\u00f6r\u00fcnt\u00fclendi\u011finde, raporda yazd\u0131r\u0131ld\u0131\u011f\u0131nda veya tasar\u0131mda kullan\u0131ld\u0131\u011f\u0131nda hareketli y\u00fck azalt\u0131m\u0131 zaten hesaba dahil edilmi\u015ftir.  <\/span><\/div>\n

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

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

          Se\u00e7ili katlar\u0131 benzer olarak tan\u0131mla<\/span><\/span><\/span>
          <\/span><\/h3>\n
          Binadaki t\u00fcm benzer katlarda elemanlar\u0131n tan\u0131mlanmas\u0131 gerekmez. Sadece ana katlardaki bilgiler gereklidir.
          <\/span><\/div>\n
          Di\u011fer t\u00fcm benzer katlardaki bilgiler, listeden t\u00fcm benzer katlar se\u00e7ilip \u201cSe\u00e7ili katlar\u0131 benzer olarak tan\u0131mla\u201d komutu kullan\u0131larak tan\u0131mlanabilir.
          <\/span><\/div>\n
          Se\u00e7ili katlar (birden fazla kat) zaten bilgi i\u00e7eriyorsa, olu\u015fturma i\u00e7in kaynak kat se\u00e7ilmelidir. Hedef kat(lar)daki t\u00fcm bilgiler silinecektir.
          <\/span><\/div>\n
          \u201cTamam\u201d d\u00fc\u011fmesine bast\u0131\u011f\u0131n\u0131zda kat verileri olu\u015fturulacakt\u0131r.
          <\/span><\/div>\n
          \"Uyar\u0131\"<\/p>\n
          Katlar\u0131n benzer olabilmesi i\u00e7in hem planda hem g\u00f6r\u00fcn\u00fc\u015fte ayn\u0131 olmalar\u0131 gerekir; yani o kattaki ve \u00fcst\u00fcndeki kattaki kolon ve perdeler de ayn\u0131 olmal\u0131d\u0131r:<\/span><\/div>\n
            \n
          1. Bu nedenle ST 01, temele ba\u011fl\u0131 tek kat oldu\u011fundan benzersizdir ve benzer olarak tan\u0131mlanmamal\u0131d\u0131r.
            <\/span><\/li>\n
          2. En \u00fcst kat veya \u00e7at\u0131 kat\u0131 da \u00fczerinde kolon veya perde bulunmayan tek kat oldu\u011fundan benzersizdir ve benzer olarak tan\u0131mlanmamal\u0131d\u0131r. 
            <\/span><\/li>\n<\/ol>\n

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


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

            S\u0131f\u0131rla (Benzer kat)
            <\/span><\/h3>\n

            Benzer kat(lar)\u0131n ba\u011flant\u0131s\u0131n\u0131 kald\u0131rmak isterseniz, listeden kat(lar)\u0131 se\u00e7ip di\u011fer benzer kat(lar)dan ba\u011flant\u0131s\u0131n\u0131 kald\u0131rmak i\u00e7in \u201cS\u0131f\u0131rla\u201d d\u00fc\u011fmesine basabilirsiniz.
            <\/span><\/p>\n

            Etkin En \u00dcst Kat No
            <\/span><\/h3>\n
            Deprem analizi i\u00e7in kesin en \u00fcst kat\u0131 tan\u0131mlar.
            <\/span><\/div>\n

            <\/span><\/div>\n
            \u00d6rne\u011fin 4 katl\u0131 bir binada \u201cEtkin En \u00dcst Kat\u201d de\u011feri \u201c3\u201d olarak ayarlan\u0131rsa, ST04 deprem analizinde g\u00f6z ard\u0131 edilir ve ST04’e deprem y\u00fck\u00fc uygulanmaz. 
            <\/span><\/div>\n

            Rijit Bodrum Kat Say\u0131s\u0131
            <\/span><\/h3>\n
            Belirli katlar ger\u00e7ekte (zemin alt\u0131ndaki) bodrum kat seviyeleri ise bu de\u011feri ayarlay\u0131n; bu de\u011fer otomatik r\u00fczgar y\u00fck\u00fc hesab\u0131n\u0131 etkiler. 
            <\/span><\/div>\n
            \u00d6rne\u011fin 4 katl\u0131 bir binada \u201cRijit Bodrum Kat Say\u0131s\u0131\u201d de\u011feri \u201c1\u201d olarak ayarlan\u0131rsa, ST01 r\u00fczgar y\u00fck\u00fc hesab\u0131nda g\u00f6z ard\u0131 edilir ve ST01’e r\u00fczgar y\u00fck\u00fc uygulanmaz. 
            <\/span><\/div>\n

            Temel Derinli\u011fi<\/span><\/span><\/span><\/h3>\n
            Temel derinli\u011fi, ST 00 seviyesinin alt\u0131nda temel elemanlar\u0131 i\u00e7in ayr\u0131lan derinliktir (a\u015fa\u011f\u0131daki \u015fekle bak\u0131n).
            <\/span><\/div>\n

            <\/span><\/div>\n
            Bu de\u011fer, detayland\u0131rmadaki kolon uzunlu\u011fu temel derinli\u011fini de i\u00e7erdi\u011finden kolonun detayland\u0131r\u0131lmas\u0131n\u0131, \u00f6rne\u011fin filiz donat\u0131lar\u0131n\u0131 ve miktar\u0131n\u0131 etkiler.  <\/span><\/span>
            <\/span><\/div>\n
            Temel derinli\u011fi, tekil temel tasar\u0131m\u0131ndaki otomatik hesaplanan dolgu\/s\u00fcr\u015farj y\u00fcksekli\u011fini de etkiler. 
            <\/span><\/div>\n
            Girilecek de\u011ferin, temel eleman\u0131 derinli\u011fine veya temel alt y\u00fczeyinden dolgu seviyesinin \u00fcst\u00fcne kadar \u00f6l\u00e7\u00fclen derinli\u011fe en az e\u015fit olmas\u0131 \u00f6nerilir (do\u011fru temel tasar\u0131m\u0131n\u0131n sa\u011flanmas\u0131 i\u00e7in). Minimum de\u011fer 100mm’dir.<\/span><\/div>\n
            \n
            \"Notlar\"<\/p>\n
            Temel Derinli\u011fi de\u011feri analitik modeli etkilemez; \u00e7\u00fcnk\u00fc analitik kolon y\u00fcksekli\u011fi her zaman ST 00 seviyesinden al\u0131n\u0131r. Analizde kolon mesnedi her zaman ST 00 seviyesinde otomatik olarak olu\u015fturulur.<\/span><\/div>\n

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

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

            ProtaStructure’da kat se\u00e7me, ekleme, \u00fcretme, silme ve d\u00fczenleme i\u015flemlerinin “Building Setout” sekmesi \u00fczerinden nas\u0131l yap\u0131ld\u0131\u011f\u0131n\u0131 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-1838","wiki","type-wiki","status-publish","hentry","category-settings-and-parameters","category-technical-manuals"],"yoast_head":"\nKat Ayarlar\u0131: ProtaStructure'da Kat \u0130\u015flemleri<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da kat se\u00e7me, ekleme, \u00fcretme ve silme i\u015flemlerini \u00f6\u011frenin. 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