{"id":1807,"date":"2026-08-03T21:34:23","date_gmt":"2026-08-03T21:34:23","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/radye-temel-kazikli-radye-temel-analiz-tasarim-ornegi\/"},"modified":"2026-08-03T21:34:23","modified_gmt":"2026-08-03T21:34:23","slug":"radye-temel-kazikli-radye-temel-analiz-tasarim-ornegi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/radye-temel-kazikli-radye-temel-analiz-tasarim-ornegi\/","title":{"rendered":"Radye Temel ve Kaz\u0131kl\u0131 Radye Temel Analiz Tasar\u0131m \u00d6rne\u011fi"},"content":{"rendered":"
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Radye Temel \u00d6rne\u011fi
<\/span><\/h1>\n
Bu \u00f6rnek, varsay\u0131lan ProtaDataXXXX klas\u00f6r\u00fcne otomatik olarak y\u00fcklenen "Quick Start Guide Concrete Complete" modeline dayanmaktad\u0131r.
<\/span><\/div>\n
Bu \u00f6rnekte, asans\u00f6r \u00e7ekirdek perdesinin alt\u0131na \u00f6nce radye temel, sonra kaz\u0131kl\u0131 radye temel yerle\u015ftirece\u011fiz. <\/span><\/span>
<\/span><\/div>\n
Radye temel, d\u00f6\u015feme olarak olu\u015fturulur ve Sonlu Eleman Temel Analizi kullan\u0131larak analiz edilir.<\/span><\/span><\/div>\n
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Temel Tasar\u0131m Ayarlar\u0131 ve Radye Modelleme<\/span><\/span>
<\/span><\/h1>\n
  >> <\/span><\/b> <\/span>Bina Analizinin ba\u015far\u0131yla tamamland\u0131\u011f\u0131ndan emin olun. <\/span><\/span> <\/span> <\/span><\/b>
<\/span><\/div>\n
  >> <\/span><\/b> <\/span>\u015euraya gidin: <\/span><\/span> <\/span>Temel Tasar\u0131m Ayarlar\u0131<\/span><\/b> <\/span> > <\/span><\/span> <\/span>Genel sekmesi<\/span><\/b> <\/span>. Bu ayarlar genellikle Sonlu Eleman Radye Temel analizini ve tasar\u0131m\u0131n\u0131 etkiler. <\/span><\/span><\/div>\n
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<\/div>\n<\/div>\n
  >> <\/span><\/b><\/span>Zemin Emniyet Gerilmesini<\/span><\/b> <\/span>150 <\/span><\/b>kN\/m\u00b2 olarak de\u011fi\u015ftirin > <\/span>Tamam’a <\/span><\/b>t\u0131klayarak kaydedin ve \u00e7\u0131k\u0131n. 
<\/span><\/div>\n
  >> <\/span><\/b> <\/span>\u015euraya gidin: <\/span><\/span> <\/span>Kat : 0 (Plan) g\u00f6r\u00fcn\u00fcm\u00fc<\/span><\/b> <\/span> – \u00e7\u00fcnk\u00fc t\u00fcm temel elemanlar\u0131 yaln\u0131zca Kat 0’da (temel seviyesi) modellenebilir. <\/span><\/span><\/div>\n
  >><\/span><\/b> \u015eunu olu\u015fturun: Asans\u00f6r \u00e7ekirde\u011finin i\u00e7ini kapatan<\/span> 400 mm<\/span><\/b> derinli\u011finde bir d\u00f6\u015feme <\/span> <\/span><\/b>(<\/span>Tip 1, Paspay\u0131 = 100mm<\/span><\/b> ve Sabit\/Hareketli Y\u00fck =<\/span> 0<\/span><\/b>) <\/span><\/span><\/div>\n
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\"Bilgi\" <\/p>\n
Zemin Yatak Katsay\u0131s\u0131<\/b> (zemin rijitli\u011fi), Temel Tasar\u0131m Ayarlar\u0131<\/a>‘ndan otomatik olarak al\u0131n\u0131r.  Kullan\u0131c\u0131 " Kullan\u0131c\u0131 Tan\u0131ml\u0131<\/b>" se\u00e7ene\u011fini i\u015faretleyip farkl\u0131 bir katsay\u0131 girebilir.  <\/div>\n

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

  >> <\/span><\/b> <\/span><\/span><\/span> <\/span>500 mm<\/span><\/b> <\/span> geni\u015fli\u011finde konsol d\u00f6\u015femeler \u00e7ekirde\u011fin kenar\u0131 etraf\u0131nda olu\u015fturun (<\/span><\/span> <\/span>Tip 12’ye de\u011fi\u015ftirin <\/span><\/b> ve <\/span><\/span>\u00e7ekirdek perdenin kenar\u0131 boyunca t\u0131klay\u0131n)<\/span><\/span><\/div>\n
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<\/span><\/span><\/div>\n<\/div>\n
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\"Fikir\" <\/p>\n
Herhangi bir \u015fekildeki d\u00f6\u015feme de \u015fu fonksiyon kullan\u0131larak olu\u015fturulabilir:<\/span> D\u00f6\u015feme\/Kolon Kenar\u0131 <\/a> <\/div>\n

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

Sonlu Eleman Radye Temel Analizi <\/span><\/span>
<\/span><\/h2>\n
Radye art\u0131k analiz edilebilir. <\/span><\/div>\n
>><\/span><\/b><\/span><\/span> <\/span> Analiz <\/span><\/b> <\/span>sekmesinden <\/span>><\/span><\/b> t\u0131klay\u0131n:  <\/span><\/span>Sonlu Eleman Radye Temel Analizi<\/span><\/b> <\/div>\n<\/div>\n
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\"Notlar\" <\/p>\n
Zemin Gerilmesi Kontrolleri \u0130\u00e7in D\u00f6\u015femelere Atanan Yatak Katsay\u0131s\u0131 De\u011ferlerini Kullan<\/span><\/b> <\/span>: <\/span><\/b>\u0130\u015faretlenirse, D\u00f6\u015feme \u00d6zellikleri’nde tan\u0131mlanan kullan\u0131c\u0131 tan\u0131ml\u0131 yatak katsay\u0131s\u0131 kullan\u0131l\u0131r. 
<\/span><\/div>\n
A\u011f se\u00e7enekleri, Sonlu Eleman D\u00f6\u015feme Analizi se\u00e7enekleriyle benzerdir.<\/span> <\/div>\n

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

  >><\/span><\/b> <\/span>D\u00f6\u015feme A\u011f\u0131 ve Analizi’ne<\/span><\/b><\/span> t\u0131klay\u0131n
<\/span><\/div>\n
Sonu\u00e7taki d\u00f6\u015feme a\u011f\u0131 ve uygulanan \u00fcst yap\u0131 y\u00fckleriyle birlikte Sonlu Eleman analitik modeli g\u00f6sterilir.  <\/span><\/div>\n
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\"Notlar\" <\/p>\n
\u00dcst yap\u0131dan gelen \u00e7ekirdek perde kuvvetleri otomatik olarak hesaplan\u0131r ve k\u0131rm\u0131z\u0131 oklarla g\u00f6sterilen d\u00fc\u011f\u00fcm noktas\u0131 eksenel kuvvet ve momentleri olarak aktar\u0131l\u0131r.<\/span>  <\/div>\n

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

  >><\/span><\/b> <\/span><\/span><\/span><\/span>Tamam<\/span><\/b><\/span>‘a t\u0131klayarak analizi kabul edin ve a\u011f penceresini kapat\u0131n. <\/span><\/span><\/div>\n<\/div>\n
  >><\/span><\/b><\/span> <\/span> <\/span><\/span><\/span> <\/span> <\/span>Zemin Emniyet Gerilmesinin<\/span><\/b> <\/span>150 <\/span><\/b>kN\/m<\/span>2<\/span><\/sup> oldu\u011fundan emin olun.<\/span><\/span><\/div>\n<\/div>\n
<\/p>\n
  >><\/span><\/b> <\/span>T\u0131klay\u0131n: <\/span>Analitik Modeli G\u00f6ster<\/span><\/b><\/span> <\/div>\n

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

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Sonu\u00e7lar\u0131 G\u00f6stermek \u0130\u00e7in Sonlu Eleman Analitik Modeli<\/span><\/h2>\n
FE D\u00f6\u015feme Analizi diyalog penceresi kapan\u0131r ve<\/span><\/span> <\/span> FE Temel Modeli G\u00f6r\u00fcn\u00fcm\u00fc <\/span><\/b> <\/span>olu\u015fturulur.<\/span><\/span><\/div>\n
  >><\/span><\/b> <\/span>FE Temel Modeli G\u00f6r\u00fcn\u00fcm\u00fc <\/span><\/b>\u00fczerine t\u0131klay\u0131n ve ilgili Analitik Model \u015feritleri g\u00f6r\u00fcnecektir. <\/span> <\/div>\n
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\"Notlar\" <\/p>\n
Alternatif olarak, <\/span> FE Temel Modeli<\/span><\/b> g\u00f6r\u00fcn\u00fcm\u00fc <\/span>Analiz<\/span><\/b> sekmesi > <\/span> Analitik Model <\/span><\/b>a\u00e7\u0131l\u0131r listesi > "<\/span>FE Temel Modeli<\/span><\/b>" se\u00e7ilerek de olu\u015fturulabilir<\/span> <\/div>\n
\"\"<\/div>\n

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

  >><\/b> Nodal y\u00fcklerin gizlenerek daha sade bir g\u00f6r\u00fcn\u00fcm elde edilmesi i\u00e7in <\/span> Eleman<\/span><\/b> sekmesi > Nodal <\/span>Y\u00fckler'i<\/span><\/b> devre d\u0131\u015f\u0131 b\u0131rak\u0131n<\/div>\n
  >><\/span><\/b> <\/span> <\/span><\/span> <\/span>Konturlar <\/span><\/b> <\/span>sekmesine gidin > <\/span><\/span> <\/span>E\u015fik Konturlar\u0131 <\/span><\/b>se\u00e7in<\/span><\/div>\n
<\/div>\n
\n
  >><\/span><\/b> Ekran\u0131n sa\u011f\u0131ndaki <\/span><\/span> <\/span>Etkiler <\/span><\/b> <\/span>listesinde a\u015fa\u011f\u0131 kayd\u0131rarak <\/span><\/span> <\/span>Zemin Bas\u0131nc\u0131  <\/span><\/b>se\u00e7ene\u011fini bulun ve se\u00e7in (yukar\u0131da g\u00f6sterildi\u011fi gibi)
<\/span><\/div>\n
  >> <\/span><\/b>Ekran\u0131n en sa\u011f\u0131ndaki <\/span> Y\u00fck Kombinasyonlar\u0131<\/span><\/b> listesinde <\/span>G+Q  <\/span><\/b>y\u00fck kombinasyonunu se\u00e7in (yukar\u0131da g\u00f6sterildi\u011fi gibi)
<\/span><\/div>\n
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E\u015fik konturlar\u0131, bile\u015fke zemin bas\u0131nc\u0131n\u0131n uygun oldu\u011fu alanlar\u0131<\/span> Ye\u015fil<\/span><\/b> , uygun olmayan \/ a\u015f\u0131r\u0131 gerilmeli alanlar\u0131 ise<\/span> K\u0131rm\u0131z\u0131<\/b><\/span> renkte g\u00f6sterir.  <\/span><\/p>\n<\/div>\n<\/div>\n

<\/div>\n
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\"Notlar\"<\/p>\n
Fakt\u00f6rl\u00fc y\u00fck kombinasyonu \u00e7izdirildi\u011finden, izin verilebilir zemin bas\u0131nc\u0131 Temel Tasar\u0131m Ayarlar\u0131'nda varsay\u0131lan olan nihai katsay\u0131 <\/span><\/span> <\/span>1,25<\/span><\/b> <\/span> ile \u00e7arp\u0131l\u0131r; yani 150 (izin verilebilir gerilme) x 1,25 = <\/span>187,5<\/span><\/b> kN\/m2 olur.  Ger\u00e7ek zemin bas\u0131nc\u0131, E\u015fik konturunda bu fakt\u00f6rl\u00fc izin verilebilir zemin bas\u0131nc\u0131 ile kar\u015f\u0131la\u015ft\u0131r\u0131l\u0131r. <\/span><\/span><\/span><\/div>\n
Donat\u0131 gereksinimlerine bakmadan \u00f6nce zeminin a\u015f\u0131r\u0131 gerilmedi\u011finden emin olmak i\u00e7in \u00f6nce zemin bas\u0131nc\u0131 kontrol edilir.
<\/span><\/div>\n
Mouse imlecini herhangi bir a\u011f \u00fczerine getirdi\u011finizde, her a\u011f ucundaki zemin bas\u0131nc\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/span><\/span> <\/div>\n

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

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Bile\u015fke zemin bas\u0131nc\u0131n\u0131 uygun seviyeye d\u00fc\u015f\u00fcrmek i\u00e7in radyeyi b\u00fcy\u00fctmek gerekir; a\u015fa\u011f\u0131daki ad\u0131mlar izlenir: 
<\/span><\/p>\n

  <\/span><\/span>>><\/span><\/b> <\/span><\/span>Kat: 0 (Plan) G\u00f6r\u00fcn\u00fcm\u00fc<\/span><\/b> sekmesine t\u0131klayarak ST 0 plan g\u00f6r\u00fcn\u00fcm\u00fcne gidin<\/span><\/span><\/div>\n
<\/p>\n
  <\/span> >><\/span><\/b> Konsol uzunlu\u011funu <\/span>1100<\/span><\/b> mm'ye \u00e7\u0131kararak radye boyutunu b\u00fcy\u00fct\u00fcn (her bir d\u00f6\u015femeyi tek tek se\u00e7in > \u00d6zellikler'i a\u00e7\u0131n > <\/span>Konsol<\/span><\/b> sekmesi > <\/span>L-Cant<\/span><\/b> de\u011ferini de\u011fi\u015ftirin > <\/span>G\u00fcncelle'ye<\/span><\/b> t\u0131klay\u0131n > <\/span>Kapat<\/span><\/b>)
<\/span><\/div>\n
  <\/span>>><\/span><\/b> Ard\u0131ndan <\/span>FE Radye Temel<\/span><\/b> analizini yeniden \u00e7al\u0131\u015ft\u0131r\u0131n. <\/span>Ayn\u0131 \u015fekilde <\/span>FE Temel Modeli<\/span><\/b> > <\/span>Konturlar<\/span><\/b> sekmesine gidin > <\/span>Zemin Bas\u0131nc\u0131 E\u015fi\u011fi'ni<\/span><\/b> kontrol edin. Zemin bas\u0131nc\u0131 art\u0131k uygun olmal\u0131d\u0131r (t\u00fcm\u00fc ye\u015fil)
<\/span><\/div>\n

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

  <\/span>>> <\/span><\/b> <\/span>Radye art\u0131k As (d) konturlar\u0131 g\u00f6r\u00fcnt\u00fclenerek Sonlu Eleman a\u011fl\u0131 d\u00f6\u015femelerle ayn\u0131 \u015fekilde tasarlanabilir. <\/span><\/span><\/div>\n
\u00d6rne\u011fin, <\/span>Konturlar'a<\/span><\/b> t\u0131klay\u0131n ve <\/span>As(d)1-alt<\/span><\/b> se\u00e7ene\u011fini se\u00e7in (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span><\/span><\/div>\n
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<\/span><\/span><\/div>\n<\/div>\n<\/div>\n

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\"Notlar\"<\/p>\n
Radye temelin tasar\u0131m\u0131, bir asmolen d\u00f6\u015femenin tasar\u0131m\u0131na benzer. Tasar\u0131m prosed\u00fcr\u00fc \u015fu \u015fekilde \u00f6zetlenebilir: <\/span><\/span><\/div>\n
    \n
  1. Gerekli \u00e7e\u015fitli donat\u0131 alan\u0131 konturlar\u0131n\u0131 g\u00f6r\u00fcnt\u00fcleyip inceleyin ve kullan\u0131c\u0131 tan\u0131ml\u0131 ve \/ veya e\u015fik donat\u0131 alan\u0131 konturlar\u0131n\u0131 belirleyin.  
    <\/span><\/li>\n
  2. Tercih edilirse, donat\u0131 se\u00e7imini otomatikle\u015ftirmek i\u00e7in FE d\u00f6\u015feme \u015feritleri (sabit bant \u015feridi) olu\u015fturun.
    <\/span><\/li>\n
  3. T\u00fcm kolonlar ve ayr\u0131k perdeler (birle\u015ftirilmi\u015f \u00e7ekirdek perdeler hari\u00e7) i\u00e7in kolon z\u0131mbalama kontrol\u00fc yap\u0131lmal\u0131d\u0131r. <\/span>Tasar\u0131m <\/span><\/b>sekmesi <\/span>><\/span><\/b> Kolon Z\u0131mbalama Kontrol\u00fc'ne gidin > Bkz. <\/b><\/span>Radye Temel i\u00e7in Z\u0131mbalama Kesme Kontrol\u00fc<\/a><\/font><\/li>\n<\/ol>\n
    Daha fazla bilgi i\u00e7in bu makaleye ve ekli asmolen d\u00f6\u015feme k\u0131lavuzuna bak\u0131n: <\/span> Asmolen D\u00f6\u015femelerle \u00c7al\u0131\u015fma<\/a> <\/div>\n

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

    \n
    \"Bilgi\"<\/p>\n
    Elemanlar\u0131n (\u00f6rne\u011fin kolon) tel kafes g\u00f6sterimi, kesitin a\u011f\u0131rl\u0131k merkezi esas al\u0131narak olu\u015fturulur <\/span><\/div>\n

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

    Radye Temel Raporlar\u0131
    <\/span><\/h2>\n
    \u0130lgili raporlara ula\u015fmak i\u00e7in <\/span>\u00c7izimler ve Raporlar <\/span><\/b>\u015feridindeki <\/span>> Raporlar<\/span><\/b> a\u00e7\u0131l\u0131r listesini kullan\u0131n<\/span> <\/span><\/b>:  
    <\/span><\/div>\n
      \n
    1. \u00d6n Analiz Kontrolleri Raporu – Zemin \u00d6zellikleri<\/span><\/b> :  zemin ta\u015f\u0131ma g\u00fcc\u00fc, yatak katsay\u0131s\u0131, toplam y\u00fckler, ortalama ve maksimum zemin bas\u0131n\u00e7lar\u0131 gibi temel verilerini i\u00e7erir.
      <\/span><\/li>\n
    2. SE Temel Raporu <\/span><\/b>: SE Analiz Sonu\u00e7lar\u0131, SE d\u00fc\u011f\u00fcm noktalar\u0131 ve kabuk eleman verileri, D\u00f6\u015feme \u015eeridi Donat\u0131  tasar\u0131m hesab\u0131, \u00e7e\u015fitli kontur diyagramlar\u0131 ve z\u0131mbalama kontrollerini i\u00e7erir.
      <\/span><\/li>\n
    3. Taban Reaksiyonlar\u0131 Raporu <\/span><\/b>: kolon ve perdelerden radye temellere aktar\u0131lan temel analizi kuvvetlerini yazd\u0131r\u0131r. Bu kuvvetler, Bina Analizi analitik modelinin taban reaksiyonlar\u0131ndan elde edilir. <\/span><\/li>\n<\/ol>\n<\/div>\n
      \n
      \n

      Kaz\u0131kl\u0131 Radye Temel \u00d6rne\u011fi
      <\/span><\/h1>\n
      Radye temeli, kaz\u0131kl\u0131 radye temele d\u00f6n\u00fc\u015ft\u00fcrece\u011fiz. <\/span><\/span><\/div>\n
      \n
      \"Notlar\"<\/p>\n
      Kaz\u0131kl\u0131 radye temel i\u00e7in tek bir d\u00f6\u015feme modellenmelidir; yani d\u00f6\u015feme farkl\u0131 par\u00e7alara b\u00f6l\u00fcnemez.<\/span> <\/div>\n

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

      Rectangle Polyline Kullanarak Kaz\u0131kl\u0131 Radye D\u00f6\u015femesi Olu\u015fturma <\/span>
      <\/h2>\n
      <\/div>\n
      <\/div>\n
      \n
        >><\/span><\/b> <\/span>\u015euraya gidin: <\/span>Kat : 0 (Plan) G\u00f6r\u00fcn\u00fc\u015f\u00fc<\/span><\/b> <\/span>– t\u00fcm temel elemanlar\u0131 yaln\u0131zca Kat 0’da (temel seviyesi) modellenebilir.<\/span><\/div>\n
        >> <\/b>Yukar\u0131da g\u00f6sterildi\u011fi gibi bir dikd\u00f6rtgen polyline olu\u015fturun. Bu, kaz\u0131kl\u0131 radye d\u00f6\u015femesinin d\u0131\u015f hatt\u0131n\u0131 olu\u015fturacakt\u0131r. <\/span><\/div>\n
      \n
      \"Notlar\"Kaz\u0131kl\u0131 radye d\u00f6\u015femesinin d\u00fczensiz \u015fekillerini olu\u015fturmak i\u00e7in Polyline <\/b>fonksiyonunu da kullanabilirsiniz. Bkz.:  D\u00f6\u015feme\/Kolon Kenar\u0131yla \u00c7al\u0131\u015fma<\/a><\/span><\/span><\/div>\n
        >><\/span><\/b> Asans\u00f6r \u00e7ekirde\u011finin i\u00e7inde<\/span> 400mm<\/span><\/b> derinli\u011finde bir kapama d\u00f6\u015femesi <\/span>olu\u015fturun (<\/span>Tip 1, Paspay\u0131 = 100mm<\/span><\/b> ve Sabit\/Hareketli Y\u00fck =<\/span> 0<\/span><\/b>) <\/span><\/span><\/div>\n<\/div>\n
      <\/span><\/div>\n<\/div>\n

      Kaz\u0131k Olu\u015fturma
      <\/span><\/h2>\n<\/div>\n

       <\/span> >><\/span><\/b> <\/span>Silin<\/span><\/span><\/b> mevcut \u015ferit temelleri ve tekil temelleri  (zeminin ta\u015f\u0131ma g\u00fcc\u00fcn\u00fc dikkate almayaca\u011f\u0131m\u0131z i\u00e7in)
      <\/span><\/span><\/p>\n

        <\/span>>> S<\/span><\/b><\/span><\/span>e\u00e7in radye d\u00f6\u015femeyi<\/span><\/b> sonra sa\u011f t\u0131klay\u0131p <\/span>Kaz\u0131k Ekle<\/span><\/b><\/span>‘yi se\u00e7in
      <\/span><\/p>\n

        <\/span>>><\/span><\/b> Kaz\u0131k Referans Noktas\u0131n\u0131 se\u00e7meniz istenecektir.<\/span> <\/span><\/span>Sol t\u0131k ile sol alt k\u00f6\u015feyi i\u015faretleyin,<\/span> <\/span><\/span>konum: <\/span>GL B\/2 kesi\u015fimi.<\/span><\/b><\/span><\/p>\n

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

      Referans noktas\u0131 se\u00e7ildikten sonra, <\/span>Kaz\u0131k \u00d6zellikleri<\/span><\/b><\/i> <\/span><\/b>diyalog penceresi kaz\u0131klar\u0131 konumland\u0131rmak i\u00e7in kullan\u0131l\u0131r. Bu i\u015fleme yard\u0131mc\u0131 olmas\u0131 i\u00e7in yerle\u015fimin bir \u00f6nizlemesi g\u00f6r\u00fcnt\u00fclenir.<\/span><\/span><\/p>\n

      <\/div>\n
      <\/div>\n
      \n
      <\/div>\n
      <\/div>\n<\/div>\n
        >><\/span><\/b> Girin: <\/span>D\u0131\u015fmerkezlik<\/span><\/b>, <\/span>Ex <\/span><\/b>ve <\/span>Ey<\/span><\/b> = <\/span>0 <\/span><\/b>mm.<\/span> <\/span><\/span>Bu, ilk kaz\u0131\u011f\u0131n tam olarak se\u00e7ilen referans noktas\u0131n\u0131n konumunda olaca\u011f\u0131 anlam\u0131na gelir.<\/span><\/span>
      <\/span><\/div>\n
        >><\/span><\/b> Girin: Kaz\u0131k <\/span>Aral\u0131klar\u0131, Sx <\/span><\/b>ve<\/span> Sy<\/span><\/b> = <\/span>1250 <\/span><\/b>mm.<\/span> <\/span><\/span>Bu, plan g\u00f6r\u00fcn\u00fc\u015f\u00fcnde yatay ve d\u00fc\u015fey y\u00f6nde 1250 mm aral\u0131kl\u0131 d\u00fczenli bir kaz\u0131k yerle\u015fimi sa\u011flar.<\/span><\/span>
      <\/span><\/div>\n
        <\/span> >><\/span><\/b> Girin: <\/span>Bas\u0131n\u00e7 G\u00fcvenli \u00c7al\u0131\u015fma Y\u00fck\u00fc<\/span><\/b> = <\/span>300 kN<\/span><\/b> <\/div>\n
      <\/div>\n<\/div>\n
      \"Notlar\"<\/p>\n
      Farkl\u0131 bir kaz\u0131k konumu belirlemek isterseniz, kaz\u0131\u011f\u0131 olu\u015fturduktan sonra her bir kaz\u0131\u011f\u0131 s\u0131rayla se\u00e7erek konumunu (Ex, Ey) d\u00fczenlemeniz gerekir > <\/span>Sa\u011f T\u0131k <\/span><\/b> <\/span> <\/span><\/span>> <\/span>\u00d6zellikler.<\/span><\/b><\/span><\/div>\n
      D\u00fc\u015fey kombinasyonlar i\u00e7in kaz\u0131k g\u00fcvenli \u00e7al\u0131\u015fma y\u00fck\u00fc, diyalog penceresinin alt\u0131nda belirtildi\u011fi \u015fekilde katsay\u0131land\u0131r\u0131lacakt\u0131r.<\/span><\/div>\n

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

      SE Kaz\u0131kl\u0131 Radye Analizi ve Kaz\u0131k Raporu<\/span><\/span>
      <\/span><\/h2>\n
       >> <\/span><\/b>\u00c7al\u0131\u015ft\u0131r: <\/span>Sonlu Eleman Radye Temel Analizi<\/span><\/b><\/span><\/div>\n
      <\/div>\n
      <\/span><\/b><\/span> <\/div>\n<\/div>\n
        >><\/span><\/b> <\/span><\/b><\/i>\u015eu se\u00e7ene\u011fi i\u015faretleyin: \u2018<\/span>Zemin Ta\u015f\u0131ma G\u00fcc\u00fcn\u00fc Yoksay<\/span><\/b>\u2019 (yukar\u0131da g\u00f6sterildi\u011fi gibi)<\/span><\/div>\n
      \n
      \n
      \"Bilgi\"Bu, radyenin tamamen kaz\u0131klar taraf\u0131ndan desteklendi\u011fi, zeminden herhangi bir katk\u0131 olmad\u0131\u011f\u0131 anlam\u0131na gelir. <\/span> <\/span><\/span>Bu durumda radye, kaz\u0131k ba\u015fl\u0131\u011f\u0131 gibi \u00e7al\u0131\u015f\u0131r.<\/span><\/p>\n

      Bu se\u00e7enek i\u015faretlenmezse radye zemine de oturur. Y\u00fck, \u201cas\u0131l\u0131 olmayan\u201d radye ile payla\u015f\u0131ld\u0131\u011f\u0131ndan kaz\u0131klardaki bile\u015fke kuvvetlerin azalmas\u0131 beklenir.<\/span><\/span><\/p>\n

      Alternatif olarak, Zemin Yatak Katsay\u0131s\u0131<\/b> i\u00e7in, yani zemin rijitli\u011fi i\u00e7in \u00e7ok k\u00fc\u00e7\u00fck bir de\u011fer girebilirsiniz (\u00f6rnek: 0.01)<\/span>
      <\/span><\/div>\n

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

        >> <\/span><\/b>T\u0131klay\u0131n: <\/span>D\u00f6\u015feme A\u011f\u0131 ve Analizi<\/span><\/b> <\/b> <\/span>> Tamam <\/span><\/b>ba\u015far\u0131l\u0131 a\u011f olu\u015fturma sonras\u0131nda a\u011f olu\u015fturma diyalo\u011fu kapan\u0131r
      <\/span><\/div>\n<\/div>\n
        >><\/span><\/b> T\u0131klay\u0131n: <\/span>Kaz\u0131k Sonu\u00e7lar\u0131 Raporu <\/span><\/b>(Analiz Sonras\u0131 \u0130\u015flemler ve Rapor sekmesinde)<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      <\/div>\n
        >>  <\/span><\/b>Varsay\u0131lan se\u00e7enekleri belirleyin: <\/span>Kaz\u0131k Raporu Se\u00e7enekleri > Tamam > <\/span><\/b>rapor olu\u015fturulur (\u00f6rnek a\u015fa\u011f\u0131da)<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      <\/div>\n
      \n
      \"Bilgi\" <\/p>\n
      Kaz\u0131k kapasitesi, <\/span>G\u00fcvenli \u00c7al\u0131\u015fma Bas\u0131n\u00e7 Y\u00fck\u00fc<\/span><\/b> ile <\/span>Nihai Mukavemet Fakt\u00f6r\u00fc<\/span><\/b>‘n\u00fcn \u00e7arp\u0131m\u0131d\u0131r; Temel Ayarlar\u0131’nda, yani <\/span>300 kN x 1.25 = 375 kN<\/span><\/b><\/div>\n
      Ba\u015far\u0131s\u0131z kaz\u0131klar varsa \u00e7\u00f6z\u00fcm, kaz\u0131k bas\u0131n\u00e7 kapasitesini veya kaz\u0131k say\u0131s\u0131n\u0131 art\u0131rmak (ya da her ikisini birden) olabilir<\/span> <\/div>\n

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

       >><\/span><\/b> <\/span> Rapor \u00d6nizlemesini kapat\u0131n<\/span><\/span><\/div>\n<\/div>\n
       >><\/span><\/b> T\u0131klay\u0131n: <\/span>Analitik Modeli G\u00f6r\u00fcnt\u00fcle<\/span><\/b> (Analiz Sonras\u0131 \u0130\u015flemler ve Rapor sekmesinde) > yeni bir Sonlu Eleman Temel Modeli g\u00f6r\u00fcn\u00fcm\u00fc olu\u015fturulur
      <\/span><\/div>\n
        >> <\/span><\/b>T\u0131klay\u0131n:  <\/span>Sonlu Eleman Temel Modeli<\/span><\/b> g\u00f6r\u00fcn\u00fcm\u00fcne; ili\u015fkili Analitik Model \u015feritleri g\u00f6r\u00fcn\u00fcr.  <\/span><\/span>
      <\/span><\/div>\n
       >><\/span><\/b> Konturlar sekmesine gidin > <\/span>T\u00fcm Konturlar\u0131 Devre D\u0131\u015f\u0131 B\u0131rak<\/span><\/b> se\u00e7ene\u011fini kullanarak daha net bir g\u00f6r\u00fcn\u00fcm elde edin (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span><\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      <\/div>\n
       <\/span>>><\/span><\/b> \u015euraya gidin: <\/span>Elemanlar<\/span><\/b> sekmesi > Devre d\u0131\u015f\u0131 b\u0131rak: "<\/span>Y\u00fckler<\/span><\/b>" > Bu, daha iyi bir g\u00f6r\u00fcn\u00fcm i\u00e7in t\u00fcm \u00fcst yap\u0131 d\u00fc\u011f\u00fcm noktas\u0131 y\u00fcklerini kapat\u0131r  (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span><\/span>
      <\/span><\/div>\n
       >><\/span><\/b>  Etkinle\u015ftir: "<\/span>Kaz\u0131k Kuvvetleri<\/span><\/b>" > Bu, Kaz\u0131k Kuvvetlerinin g\u00f6r\u00fcnt\u00fclenmesini a\u00e7ar<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
       >> <\/span><\/b> \u0130lk y\u00fck kombinasyonunu se\u00e7in:  <\/span>G+Q<\/span><\/b>; kaz\u0131k kuvvetleri art\u0131k bu se\u00e7ili y\u00fck kombinasyonu i\u00e7in g\u00f6sterilir 
      <\/span><\/div>\n
       <\/span>>> <\/span><\/b> Se\u00e7in: <\/span>Zarf (min) ve<\/span><\/b> <\/span>Zarf (max)<\/span><\/b> – bu, t\u00fcm y\u00fck kombinasyonlar\u0131n\u0131n minimum ve maksimum de\u011ferlerini g\u00f6sterir (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      <\/div>\n
      \"Notlar\"<\/p>\n
      Kaz\u0131kta negatif de\u011fer bas\u0131n\u00e7, pozitif de\u011fer \u00e7ekme anlam\u0131na gelir. Bu de\u011ferler, ilgili bas\u0131n\u00e7 veya \u00e7ekme s\u0131n\u0131r\u0131yla kar\u015f\u0131la\u015ft\u0131r\u0131larak kontrol edilir.<\/span><\/span><\/div>\n
      Kaz\u0131klar, Ba\u015far\u0131l\u0131 durumunu<\/span> <\/span>Ye\u015fil<\/span><\/b> renkle, Ba\u015far\u0131s\u0131z durumunu ise<\/span> K\u0131rm\u0131z\u0131<\/span><\/b> renkle g\u00f6sterecek \u015fekilde renklendirilir.  Bu de\u011ferler ve s\u0131n\u0131rlar, Kaz\u0131k Sonu\u00e7lar\u0131 Raporu’nda g\u00f6sterilenlerle ayn\u0131d\u0131r. <\/span> <\/div>\n

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

        <\/span><\/span> <\/span>>><\/span><\/b> <\/span> Art\u0131k tamamen as\u0131l\u0131 durumdaki radye, <\/span>As (d) konturlar\u0131<\/span><\/b>‘n\u0131n <\/span>Konturlar<\/span><\/b> sekmesinde g\u00f6r\u00fcnt\u00fclenmesiyle, Sonlu Eleman a\u011fl\u0131 d\u00f6\u015femelerle ayn\u0131 \u015fekilde tasarlanabilir. <\/span><\/span><\/div>\n
      \n
      \"Notlar\" <\/p>\n
      Kaz\u0131kl\u0131 radye temel d\u00f6\u015femelerinin tasar\u0131m\u0131, di\u015fsiz d\u00f6\u015femeye benzer. Ayr\u0131nt\u0131lar i\u00e7in bu makaleye ve ekli di\u015fsiz d\u00f6\u015feme k\u0131lavuzuna bak\u0131n:<\/span>  Di\u015fsiz D\u00f6\u015femelerle \u00c7al\u0131\u015fma<\/a><\/div>\n
      Kaz\u0131kl\u0131 radye temel i\u00e7in z\u0131mbalama kesmesi kontrolleri yap\u0131lamaz; kesme \u00e7evresi karma\u015f\u0131kt\u0131r ve d\u00fczensiz kaz\u0131k konumlar\u0131ndan etkilenir. <\/span><\/div>\n

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

        <\/span><\/span>>> <\/span><\/b>T\u0131klay\u0131n: <\/span>Kat : 0 (Plan) g\u00f6r\u00fcn\u00fcm\u00fc<\/span><\/b>
      <\/span><\/div>\n
        >> <\/span><\/b>\u015euraya gidin: <\/span>G\u00f6zden Ge\u00e7irme <\/span><\/b>sekmesi > T\u0131klay\u0131n: <\/span>G\u00f6rsel Sorgulama <\/span><\/b> <\/div>\n
      <\/div>\n
      <\/div>\n<\/div>\n
      \n
      <\/div>\n
        >> <\/span><\/b>\u015eunu se\u00e7in: <\/span>Kaz\u0131k Kapasite Durumu <\/span><\/b>\u2013 <\/span>Renklendirme Kriteri <\/span><\/b>> <\/span>Tamam <\/span><\/b> <\/div>\n
      \n
      \"Notlar\"<\/p>\n
      Kaz\u0131k kapasite durumu yukar\u0131daki gibi g\u00f6sterilir, yani<\/span> <\/span>Ye\u015fil <\/span><\/b>= <\/span>BA\u015eARILI<\/span>,<\/b>  <\/span>Turuncu <\/span><\/b>= <\/span>> %90 Kapasite<\/span><\/b> ve<\/span> <\/span> K\u0131rm\u0131z\u0131 <\/span><\/b>= <\/span>BA\u015eARISIZ<\/span> <\/b><\/span><\/div>\n

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

      Kaz\u0131k \u00d6zelliklerinin De\u011fi\u015ftirilmesi<\/span><\/span>
      <\/span><\/h2>\n
      Kaz\u0131klar\u0131n \u00f6zellikleri ve konumu de\u011fi\u015ftirilebilir: 
      <\/span><\/div>\n<\/div>\n<\/div>\n
        <\/span>>><\/span><\/b> \u015euraya gitti\u011finizden emin olun: <\/span> Kat : 0 (Plan)<\/span><\/b> g\u00f6r\u00fcn\u00fc\u015f\u00fc
      <\/span><\/div>\n
       >><\/span><\/b> Tek bir kaz\u0131k se\u00e7in veya birden fazla kaz\u0131k se\u00e7mek i\u00e7in <\/span> CTRL<\/span><\/b> tu\u015funu bas\u0131l\u0131 tutun <\/span> <\/div>\n
      \n
      \"Bilgi\"<\/p>\n
      Alternatif olarak, <\/span>Se\u00e7im Filtresi<\/span> <\/span>\"\" <\/span><\/b>se\u00e7eneklerine gidip <\/span>Modelleme <\/span><\/b>sekmesinde yaln\u0131zca Kaz\u0131klar’\u0131 etkinle\u015ftirebilirsiniz; bu sayede pencere s\u00fcr\u00fckleyerek yaln\u0131zca kaz\u0131klar\u0131 se\u00e7mek kolayla\u015f\u0131r.<\/span><\/span><\/div>\n

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

        >><\/span><\/b> <\/span>Sa\u011f t\u0131k > \u00d6zellikler’i Se\u00e7in<\/span><\/b><\/div>\n<\/div>\n
      Bu i\u015flem Kaz\u0131k \u00d6zellikleri diyalog penceresini tekrar a\u00e7ar.<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      <\/div>\n
      Art\u0131k kaz\u0131klar\u0131n boyutu, konumu (D\u0131\u015fmerkezlikler) ve emniyetli \u00e7al\u0131\u015fma y\u00fck\u00fc gibi \u00f6zelliklerini de\u011fi\u015ftirebilirsiniz. <\/span><\/div>\n
      \n
      \n
      \"Uyar\u0131\" <\/p>\n
      Kaz\u0131k \u00f6zelliklerini de\u011fi\u015ftirdikten sonra Sonlu Eleman Temel Analizini tekrar \u00e7al\u0131\u015ft\u0131rd\u0131\u011f\u0131n\u0131zdan emin olun. \u00dcst yap\u0131da de\u011fi\u015fiklik yoksa (\u00f6rne\u011fin eleman boyutlar\u0131 veya y\u00fckleri) Bina Analizini tekrar \u00e7al\u0131\u015ft\u0131rmak gerekmez.<\/span> <\/div>\n

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

      Sonlu Eleman Temel Modeli i\u00e7in Kolon \u00dcst D\u00fc\u011f\u00fcm Noktas\u0131n\u0131n X ve Y Y\u00f6n\u00fcnde Serbest B\u0131rak\u0131lmas\u0131<\/span>
      <\/h2>\n
      <\/div>\n
      <\/div>\n
      Se\u00e7enek i\u015faretli<\/span><\/b> :<\/span><\/div>\n<\/div>\n
        \n
      1. Kolonlar\u0131n \u00fcst d\u00fc\u011f\u00fcm noktalar\u0131 serbest\u00e7e hareket edebilir ve d\u00f6nebilir. <\/span>Kolon g\u00fcd\u00fc\u011f\u00fcnden gelen momentin etkisi dikkate al\u0131n\u0131r ve radye temel d\u00f6ner.<\/span><\/li>\n
      2. S<\/span>onu\u00e7lar tamamen rijit bir kaz\u0131k ba\u015fl\u0131\u011f\u0131 varsay\u0131m\u0131na daha yak\u0131n \u00e7\u0131kar. <\/span><\/li>\n
      3. Moment etkisi nedeniyle kaz\u0131k eksenel kuvvetleri birbirinden belirgin \u015fekilde farkl\u0131 olur. <\/span><\/li>\n
      4. Genellikle bu durum, momentlerin kolon g\u00fcd\u00fc\u011f\u00fcnden uzaktaki kaz\u0131k(lar)da daha y\u00fcksek eksenel y\u00fck olu\u015fturmas\u0131ndan dolay\u0131 maksimum kaz\u0131k kuvvetlerini elde etmek i\u00e7in daha g\u00fcvenli tarafta bir yakla\u015f\u0131m olabilir. <\/span><\/li>\n<\/ol>\n
        Se\u00e7enek i\u015faretli de\u011fil<\/span><\/b> : <\/span><\/div>\n
          \n
        1. Kolonlar\u0131n \u00fcst d\u00fc\u011f\u00fcm noktalar\u0131 X ve Y \u00f6telenmelerine kar\u015f\u0131 tutulur. <\/span>
          <\/span><\/li>\n
        2. Kolon g\u00fcd\u00fc\u011f\u00fcnden gelen moment neredeyse tamamen g\u00f6z ard\u0131 edildi\u011finden radye veya kaz\u0131k ba\u015fl\u0131\u011f\u0131nda minimum d\u00f6nme elde edilir. <\/span>
          <\/span><\/li>\n
        3. Kaz\u0131k eksenel kuvvetleri birbirine daha yak\u0131n olur, yani daha e\u015fit da\u011f\u0131l\u0131r. <\/span><\/li>\n<\/ol>\n
          <\/div>\n<\/div>\n
          <\/div>\n
          <\/div>\n

          Radye Temel Webinar Kayd\u0131<\/span><\/span><\/h1>\n
          \n
          \n
          A\u015fa\u011f\u0131daki webinar, ProtaStructure kullan\u0131larak \u00f6rnek bir radye temelin modellenmesi, analizi ve tasar\u0131m\u0131na ili\u015fkin temel i\u015flemleri ele al\u0131r: <\/span><\/div>\n
          <\/div>\n
          <\/div>\n<\/div>\n
          <\/div>\n<\/div>\n
          <\/div>\n","protected":false},"excerpt":{"rendered":"

          Asans\u00f6r \u00e7ekirdek perdesi alt\u0131nda radye temel ve kaz\u0131kl\u0131 radye temel olu\u015fturma, Sonlu Eleman Temel Analizi ile tasar\u0131m ad\u0131mlar\u0131n\u0131 g\u00f6steren \u00f6rnek.<\/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":[19,32],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1807","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-fe-analysis-of-foundations"],"yoast_head":"\nRadye Temel Analiz ve Tasar\u0131m \u00d6rne\u011fi | ProtaStructure<\/title>\n<meta name=\"description\" content=\"Radye temel ve kaz\u0131kl\u0131 radye temel analizini ProtaStructure'da ad\u0131m ad\u0131m \u00f6\u011frenin; Sonlu Eleman Temel Analizi ile modelleme \u00f6rne\u011fini \u015fimdi inceleyin.\" \/>\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\/radye-temel-kazikli-radye-temel-analiz-tasarim-ornegi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Radye Temel ve Kaz\u0131kl\u0131 Radye Temel Analiz Tasar\u0131m \u00d6rne\u011fi\" \/>\n<meta property=\"og:description\" content=\"Radye temel ve kaz\u0131kl\u0131 radye temel analizini ProtaStructure'da ad\u0131m ad\u0131m \u00f6\u011frenin; 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