{"id":1768,"date":"2026-08-03T21:33:57","date_gmt":"2026-08-03T21:33:57","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/bina-analizi\/"},"modified":"2026-08-03T21:33:57","modified_gmt":"2026-08-03T21:33:57","slug":"bina-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/bina-analizi\/","title":{"rendered":"Analiz"},"content":{"rendered":"
Yap\u0131n\u0131z\u0131 modelleyip uygulanacak parametreleri \/ y\u00fcklemeyi tan\u0131mlad\u0131ktan sonra, art\u0131k binan\u0131n tamam\u0131 i\u00e7in 3B bina analizi ger\u00e7ekle\u015ftirmeye haz\u0131rs\u0131n\u0131z. <\/span><\/span>
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Analize ba\u015flamak i\u00e7in<\/span> Analiz<\/span><\/b> \u00fcst \u015feridine gidin > analiz formunu a\u00e7mak i\u00e7in "<\/span>Bina Analizi<\/span><\/b>" se\u00e7ene\u011fine t\u0131klay\u0131n. <\/span>
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    \n
  1. \u00d6nceden yap\u0131lm\u0131\u015f bir analiz yoksa, <\/span>Bina Analizi<\/span><\/b> simgesinin yan\u0131nda k\u0131rm\u0131z\u0131 bir \u00e7arp\u0131 i\u015fareti g\u00f6r\u00fcnt\u00fclenir
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  2. Analiz yap\u0131lm\u0131\u015fsa, <\/span>Bina Analizi<\/span><\/b> simgesinin yan\u0131nda ye\u015fil bir onay i\u015fareti g\u00f6r\u00fcnt\u00fclenir.  Analiz Tarihi alan\u0131nda ayr\u0131ca tarih ve saat damgas\u0131 g\u00f6sterilir. <\/span><\/span><\/li>\n<\/ol>\n
    \u00c7e\u015fitli i\u015flevler ve se\u00e7enekler a\u015fa\u011f\u0131daki b\u00f6l\u00fcmlerde a\u00e7\u0131klanm\u0131\u015ft\u0131r. <\/span><\/span><\/div>\n

    Bina Modeli Kontrol\u00fc
    <\/span><\/h2>\n
    Bina analizini yapmadan \u00f6nce, olu\u015fturdu\u011funuz model \u00fczerinde son bir kontrol yapmak i\u00e7in <\/span><\/span>"Bina Modeli Kontrol\u00fc"<\/span><\/span><\/i> d\u00fc\u011fmesini kullanabilirsiniz.  Bu i\u015flem, modeldeki yayg\u0131n hata ve yanl\u0131\u015fl\u0131klar\u0131 ortaya \u00e7\u0131kar\u0131r. <\/span><\/span>
    <\/span><\/div>\n

    <\/span><\/span><\/div>\n
    Modeli olu\u015ftururken sorunlar\u0131 erken a\u015famada yakalamak ve hatalar\u0131n di\u011fer alanlara veya katlara aktar\u0131lmas\u0131n\u0131 ya da kopyalanmas\u0131n\u0131 \u00f6nlemek i\u00e7in <\/span> <\/span><\/span>"Bina Modeli Kontrol\u00fc"<\/span><\/span><\/i>  i\u015fleminin a\u015famal\u0131 olarak uygulanmas\u0131 \u00f6nerilir.<\/span> 
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    <\/p>\n
    \"Notlar\"Daha fazla bilgi i\u00e7in ana makaleye bak\u0131n<\/span><\/span> : <\/span><\/span>Bina Modeli Kontrol\u00fc<\/span><\/a><\/span><\/div>\n

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

    Bina Analizinin Ger\u00e7ekle\u015ftirilmesi
    <\/span><\/h2>\n
    Bina Analizi diyalog penceresinde, <\/span>Analiz <\/span><\/b>sekmesine gidin > analizi ba\u015flatmak i\u00e7in "<\/span>Bina Analizi<\/span><\/b>" d\u00fc\u011fmesine t\u0131klay\u0131n. <\/span><\/span><\/div>\n

    <\/span><\/div>\n
    Tan\u0131mlanan her a\u015famas\u0131z y\u00fck durumu i\u00e7in do\u011frusal elastik statik analiz yap\u0131l\u0131r; her a\u015famal\u0131 in\u015faat y\u00fck durumu i\u00e7in ise a\u015famal\u0131 in\u015faat analizi ger\u00e7ekle\u015ftirilir.
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    <\/span><\/span><\/div>\n
    A\u015famas\u0131z ve a\u015famal\u0131 y\u00fck durumlar\u0131n\u0131n her ikisine ait sonu\u00e7lar <\/span>Analitik Model<\/span><\/a> g\u00f6r\u00fcn\u00fcm\u00fcnde incelenebilir. 
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    <\/span><\/span><\/div>\n
    A\u015famas\u0131z ve a\u015famal\u0131 kombinasyonlar\u0131n her ikisi de tasar\u0131m amac\u0131yla kullan\u0131l\u0131r.<\/span><\/span><\/div>\n

    Eleman Tasar\u0131m\u0131 Se\u00e7enekleri
    <\/span><\/h2>\n
    Bina Analizi d\u00fc\u011fmesine bas\u0131ld\u0131\u011f\u0131nda, tasar\u0131m se\u00e7enekleri diyalog penceresi g\u00f6r\u00fcnt\u00fclenir: 
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    <\/span><\/div>\n
    Analizin hemen ard\u0131ndan program\u0131n eleman tasar\u0131mlar\u0131n\u0131 toplu olarak otomatik yapmas\u0131n\u0131 istiyorsan\u0131z bu kutucuklar\u0131 i\u015faretleyin. <\/span>
    <\/span><\/div>\n
    <\/p>\n

    Betonarme Elemanlar\u0131n Donat\u0131lar\u0131n\u0131 Yeniden Se\u00e7me
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    Daha \u00f6nce tasarlanm\u0131\u015f donat\u0131lar en g\u00fcncel analiz sonu\u00e7lar\u0131na g\u00f6re kontrol edilir; donat\u0131lar\u0131n yeniden se\u00e7ilmesi se\u00e7ene\u011fi i\u015faretlenirse program en g\u00fcncel analiz sonu\u00e7lar\u0131na g\u00f6re yeni donat\u0131 tasarlamaya \u00e7al\u0131\u015f\u0131r.<\/span><\/span><\/div>\n
    \"Bilgi\"\"Fikir\"<\/p>\n
    \u0130lk ve erken a\u015famalarda elemanlar\u0131n bu \u015fekilde tasarlanmamas\u0131 \u00f6nerilir.  Bunun nedeni, tasar\u0131m yap\u0131lmadan \u00f6nce sonu\u00e7lar\u0131n do\u011fru ve makul oldu\u011funun do\u011frulanmas\u0131 gereklili\u011fidir; analiz sonu\u00e7lar\u0131 \u015f\u00fcpheliyse tasar\u0131m da hatal\u0131 olur. 
    <\/span><\/span><\/div>\n
    Bu \u015fekilde yap\u0131lan toplu tasar\u0131m, hangi eleman\u0131n ge\u00e7ti\u011fine veya kald\u0131\u011f\u0131na dair herhangi bir ayr\u0131nt\u0131 g\u00f6stermez.  B\u00fcy\u00fck modellerde tasar\u0131m s\u00fcreci uzun s\u00fcrebilir; bu durumda elemanlar\u0131,  Tasar\u0131m<\/b> sekmesindeki ayr\u0131 eleman tasar\u0131m\u0131 diyalog penceresi \u00fczerinden toplu halde tasarlamak \u00e7ok daha esnek ve etkili olur. 
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    \u00d6zde\u011fer Analizinin Ger\u00e7ekle\u015ftirilmesi
    <\/span><\/h2>\n
    Do\u011fal frekanslar\u0131 ve mod \u015fekillerini hesaplamak amac\u0131yla Bina Analizi kapsam\u0131nda bir <\/span><\/span>\u201c\u00d6zde\u011fer Analizi\u201d<\/span><\/span><\/i> ger\u00e7ekle\u015ftirilebilir (bu de\u011ferler kat k\u00fctlesine ve model rijitli\u011fine ba\u011fl\u0131d\u0131r). Bu analizde herhangi bir y\u00fckleme kullan\u0131lmaz. R\u00fczgar t\u00fcneli testleri gerekiyorsa \u00d6zde\u011fer Analizi sonu\u00e7lar\u0131 de\u011ferli olabilir.
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    Bir deprem y\u00f6netmeli\u011fi se\u00e7ildi\u011finde,  <\/span>\u00d6zde\u011fer Analizi<\/span><\/b> otomatik olarak ger\u00e7ekle\u015ftirilir; \u00e7\u00fcnk\u00fc do\u011fal frekanslar ve mod \u015fekilleri deprem analizi ve tasar\u0131m\u0131n\u0131n ayr\u0131lmaz bir par\u00e7as\u0131d\u0131r. Bu durumda bu se\u00e7enek gizlenir. 
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    Analiz tamamland\u0131ktan sonra Raporlar sekmesine gidin ><\/span> \u00d6zde\u011fer Sonu\u00e7lar\u0131<\/span><\/b>‘na t\u0131klayarak raporu olu\u015fturun.<\/span><\/span><\/div>\n

    \u00d6zde\u011fer Analizi i\u00e7in Kat K\u00fctlesinin Kontrol\u00fc
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    Bir deprem y\u00f6netmeli\u011fi <\/span>se\u00e7ilmedi\u011finde<\/span><\/u>, \u00d6zde\u011fer analizi i\u00e7in kat k\u00fctlesi her zaman yaln\u0131zca sabit y\u00fck G’ye dayan\u0131r (hareketli y\u00fck Q hari\u00e7 tutulur). 
    <\/span><\/span><\/div>\n
    Deprem y\u00f6netmeli\u011fi<\/span> se\u00e7ildi\u011finde<\/span><\/u>, \u00d6zde\u011fer analizi i\u00e7in kat k\u00fctlesi her zaman sabit y\u00fck G ile hareketli y\u00fck Q’nun bir k\u0131sm\u0131n\u0131n toplam\u0131na dayan\u0131r, yani:  
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      \n
    1. Kat a\u011f\u0131rl\u0131\u011f\u0131 = <\/span>G+nQ <\/span><\/b>:   burada "n" genellikle kat\u0131l\u0131m fakt\u00f6r\u00fc veya e\u015fzamanl\u0131 bulunma fakt\u00f6r\u00fc olarak bilinir. 
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    2. Bu fakt\u00f6r, her kat i\u00e7in <\/span>Kat D\u00fczenle<\/span><\/a> men\u00fcs\u00fcnde "<\/span>E\u015fzamanl\u0131 Bulunma<\/span><\/b>" s\u00fctunu alt\u0131nda ayarlan\u0131r – bu alan yaln\u0131zca bir deprem y\u00f6netmeli\u011fi se\u00e7ildi\u011finde g\u00f6r\u00fcn\u00fcr. A\u015fa\u011f\u0131daki \u00f6rnek, EuroCode 8 deprem y\u00f6netmeli\u011fi se\u00e7ildi\u011finde al\u0131nm\u0131\u015ft\u0131r. <\/span>
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    3. <\/span><\/li>\n<\/ol>\n
      Kat K\u00fctlesi\/A\u011f\u0131rl\u0131\u011f\u0131n\u0131n G ve Q bile\u015fenleri <\/span>Ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f Kiri\u015f Y\u00fckleri<\/span><\/i><\/b> veya <\/span>A<\/span><\/i><\/b><\/span>yr\u0131\u015ft\u0131r\u0131lmam\u0131\u015f D\u00f6\u015feme Y\u00fckleri<\/span><\/b><\/span><\/i> \u00fczerinden elde edilebilir; bu se\u00e7ene\u011fin tercihi Bina Analizi men\u00fcs\u00fc > <\/span>Model Se\u00e7enekleri <\/span><\/b>sekmesi > <\/span>Ayarlar<\/span><\/b> sekmesi ><\/span> Kat A\u011f\u0131rl\u0131\u011f\u0131 ve A\u011f\u0131rl\u0131k Merkezi Hesaplamalar\u0131<\/span><\/a> :
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      1. T\u00fcm d\u00f6\u015femeler y\u00fcklerini kiri\u015flere veya perdelere aktar\u0131yorsa, her iki se\u00e7enek de benzer bir k\u00fctle\/a\u011f\u0131rl\u0131k \u00fcretir.
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      2. Ancak kiri\u015fsiz d\u00f6\u015feme modellerinde durum genellikle b\u00f6yle de\u011fildir; <\/span><\/span>ayr\u0131\u015ft\u0131r\u0131lm\u0131\u015f kiri\u015f y\u00fckleri<\/span><\/span><\/i> se\u00e7ene\u011fi kullan\u0131larak belirlenen k\u00fctle,<\/span><\/span> ayr\u0131\u015ft\u0131r\u0131lmam\u0131\u015f d\u00f6\u015feme y\u00fckleri<\/span><\/span><\/i> se\u00e7ene\u011finden elde edilenden \u00f6nemli \u00f6l\u00e7\u00fcde daha k\u00fc\u00e7\u00fck olabilir.
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      3. Bu t\u00fcr modellerde \u00f6nemli olan, ikinci se\u00e7enek olan<\/span> Ayr\u0131\u015ft\u0131r\u0131lmam\u0131\u015f D\u00f6\u015feme Y\u00fcklerini Kullan <\/span><\/b>se\u00e7ene\u011finin her zaman se\u00e7ili olmas\u0131d\u0131r.<\/span>
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        \u00d6zde\u011fer Analizi i\u00e7in Model Rijitli\u011fi
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        M\u00fchendis, \u00d6zde\u011fer Analizi i\u00e7in uygun kesit \u00f6zelliklerini kullanmal\u0131d\u0131r. Kolonlar ve perdeler i\u00e7in bu, \u00e7atlam\u0131\u015f kesit \u00f6zelliklerini modellemek amac\u0131yla global rijitlik ayarlamalar\u0131 yap\u0131lmas\u0131n\u0131 gerektirebilir. Bu konuda ACI y\u00f6netmeli\u011fine ba\u015fvurulabilir. Bu ayarlamalar <\/span>Malzeme ve Kesit Etkin Rijitlik Fakt\u00f6r\u00fc<\/span><\/a> <\/span><\/i>tablosu \u00fczerinden, Bina Analizi formunda yap\u0131labilir.<\/span>
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        Gerekli Mod \u015eekli Say\u0131s\u0131n\u0131n Kontrol\u00fc
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        Bunlar, <\/span>Yanal Y\u00fckleme<\/span><\/a> sekmesinde, "Bina analizi" > "Ayarlar Merkezi" diyalog penceresinde ayarlan\u0131r.<\/span>
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        Grafiksel Sonu\u00e7lar
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        Bir mod \u015feklini g\u00f6r\u00fcnt\u00fclemek i\u00e7in, Bina Analizi tamamland\u0131ktan sonra <\/span>Analitik Model<\/span><\/a> g\u00f6r\u00fcn\u00fcm\u00fcn\u00fc a\u00e7\u0131n.
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        \n
        <\/span><\/span>Analiz <\/span><\/span><\/b>sekmesine gidin >  <\/span><\/span><\/span>Analitik Model<\/span><\/span><\/b> <\/span><\/span>> <\/span>Bina Analizi Modeli<\/span><\/b> (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span>
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        Analitik Model g\u00f6r\u00fcn\u00fcm\u00fc, \u00f6rnek h\u0131zl\u0131 ba\u015flang\u0131\u00e7 k\u0131lavuzu modeli i\u00e7in a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi olu\u015fturulacakt\u0131r. 
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          \n
        1.  Sonu\u00e7lar<\/b> sekmesinde, Deplasman <\/b>se\u00e7ene\u011finin etkinle\u015ftirildi\u011finden emin olun. <\/span><\/span><\/li>\n
        2. Binan\u0131n titre\u015fim modunu net \u015fekilde g\u00f6rselle\u015ftirmek i\u00e7in <\/span><\/span>Animasyon<\/span><\/span><\/b> se\u00e7ene\u011fine t\u0131klay\u0131n.
          <\/span><\/span><\/li>\n
        3. Titre\u015fim g\u00f6rsel olarak belirgin de\u011filse <\/span><\/span>"<\/span><\/span><\/b> <\/span><\/span>+ \u00d6l\u00e7e\u011fi Art\u0131r<\/span><\/span><\/i><\/b> <\/span><\/span>" veya "<\/span><\/span>Otomatik \u00d6l\u00e7ek"<\/span><\/span><\/i><\/b> se\u00e7ene\u011fine t\u0131klay\u0131n.
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        4. Sa\u011f paneldeki Model \u015eekilleri<\/b> se\u00e7ene\u011fini se\u00e7in. 
          <\/span><\/span><\/li>\n<\/ol>\n
          A\u015fa\u011f\u0131da ilk 3 modun animasyonu g\u00f6sterilmektedir <\/span><\/span>: 
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          Say\u0131sal Sonu\u00e7lar
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          Frekanslar ve k\u00fctle kat\u0131l\u0131m\u0131ndan olu\u015fan say\u0131sal analiz \u00e7\u0131kt\u0131lar\u0131na <\/span><\/span>Rapor<\/span><\/b><\/span><\/i> sekmesi > <\/span><\/span>\u201c<\/span>\u00d6zde\u011fer Sonu\u00e7lar\u0131 Raporu\u201d<\/span><\/b><\/span><\/i> d\u00fc\u011fmesinden ula\u015f\u0131labilir.<\/span><\/span><\/div>\n

          Analiz \u00d6ncesinde Analitik Modeli G\u00f6r\u00fcnt\u00fcle<\/span>
          <\/h2>\n
          Bu se\u00e7ene\u011fin i\u015faretlenmesi, eleman kuvvetleri ile sehim ve tasar\u0131m verileri gibi di\u011fer sonu\u00e7lar\u0131n hesaplanmas\u0131na ge\u00e7ilmeden \u00f6nce, temel al\u0131nan Analitik Modeli incelemenizi sa\u011flar. <\/span><\/span><\/span><\/span><\/div>\n
          \n

          <\/span><\/div>\n
          Olu\u015fturdu\u011funuz 3B model, eleman boyutlar\u0131n\u0131n ger\u00e7ek \u00f6l\u00e7\u00fcleriyle g\u00f6rselle\u015ftirildi\u011fi fiziksel bir modeldir.  <\/span>Analiz, fiziksel modeli a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi analitik modele d\u00f6n\u00fc\u015ft\u00fcr\u00fcr. 
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          \n
            <\/div>\n
          <\/div>\n<\/div>\n
          Analitik model esas olarak eksen \u00e7izgisi \u00fczerinden olu\u015fturulan bir tel kafes modeldir. Elemanlar\u0131n do\u011fru \u015fekilde ba\u011flanabilmesi i\u00e7in analitik tel kafesin ortak bir d\u00fc\u011f\u00fcm noktas\u0131nda bulu\u015fmas\u0131 gerekir. D\u00fc\u011f\u00fcm noktalar\u0131, akslerin kesi\u015fiminde olu\u015fturulan ekleme noktalar\u0131d\u0131r. <\/span><\/div>\n
          <\/p>\n
          \"Notlar\"<\/p>\n
          Bu se\u00e7ene\u011fin etkinle\u015ftirilmesi, tamamlanmas\u0131 zaman alan analiz i\u015flemine devam etmeden \u00f6nce analitik modelin ge\u00e7erlili\u011fini h\u0131zl\u0131ca kontrol etmenizi sa\u011flar.  Analitik modelde bir sorun tespit ederseniz, analitik model \u00f6nizlemesinde "\u0130ptal" d\u00fc\u011fmesine t\u0131klayarak analizi durdurabilir ve d\u00fczeltme yapmak i\u00e7in modele geri d\u00f6nebilirsiniz.<\/span><\/div>\n

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

          T\u00fcm Elemanlar\u0131n Ba\u011flant\u0131 Bilgilerini Yenile
          <\/span><\/h2>\n
          Bu se\u00e7enek, analizden \u00f6nce elemanlar\u0131n ba\u011flant\u0131 verilerini yeniler veya yeniden olu\u015fturur. Bu se\u00e7ene\u011fin varsay\u0131lan olarak i\u015faretli tutulmas\u0131n\u0131 \u00f6nemle tavsiye ederiz. 
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          <\/p>\n

          \u00c7oklu Blok Kombine Temel Tasar\u0131m\u0131 i\u00e7in Temel Kolon\/Perde Sonu\u00e7lar\u0131n\u0131 Kaydet
          <\/font><\/h2>\n
          Bu se\u00e7enek, \u00e7oklu blok kombine temel tasar\u0131m\u0131 i\u00e7in temel kolon ve perde sonu\u00e7lar\u0131n\u0131n do\u011fru \u015fekilde kaydedilmesini sa\u011flar. Daha fazla bilgi i\u00e7in:  \u00d6<\/a><\/font>rneklerle Ba\u011flant\u0131l\u0131 Model Y\u00f6neticisi
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          <\/span><\/font><\/div>\n

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

          Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu
          <\/span><\/h2>\n
          Bina analizi ba\u015far\u0131yla \u00e7al\u0131\u015ft\u0131r\u0131ld\u0131ktan sonra <\/span><\/span>Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporu<\/span><\/span><\/b> olu\u015fturulabilir. Bu rapor, binaya uygulanan toplam sabit ve hareketli y\u00fck\u00fcn do\u011frulanmas\u0131n\u0131 sa\u011flar ve a\u015fa\u011f\u0131dakilerin \u00e7apraz kontrol\u00fcnde de kullan\u0131labilir:<\/span>
          <\/span><\/span><\/div>\n
            \n
          1. d\u00f6\u015feme y\u00fckleri ta\u015f\u0131y\u0131c\u0131 elemanlara do\u011fru \u015fekilde da\u011f\u0131t\u0131lm\u0131\u015ft\u0131r<\/span>
            <\/span><\/span><\/li>\n
          2. uygulanan d\u00fc\u015fey y\u00fck, bina analizi toplam d\u00fc\u015fey reaksiyonuyla e\u015fle\u015fir<\/span>
            <\/span><\/span><\/li>\n
          3. uygulanan d\u00fc\u015fey y\u00fck, SE kademeli \u00e7\u00f6z\u00fcm\u00fc toplam d\u00fc\u015fey reaksiyonuyla e\u015fle\u015fir<\/span><\/span>
            <\/span><\/span><\/li>\n<\/ol>\n
            Bu rapor, her katta uygulanan sabit ve hareketli y\u00fckleri toplar; kolon ve perde duvarlardaki eksenel kuvvetleri g\u00f6sterir. Bu de\u011ferlerin birbiriyle belirli bir tolerans s\u0131n\u0131r\u0131 i\u00e7inde (varsay\u0131lan olarak %5) \u00f6rt\u00fc\u015fmesi gerekir. \u00d6rt\u00fc\u015fm\u00fcyorsa, modelleme hatas\u0131 nedeniyle y\u00fck kayb\u0131 olabilece\u011fini g\u00f6sterebilir. Bu durumda fark\u0131n nedeni ara\u015ft\u0131r\u0131lmal\u0131d\u0131r.<\/span>
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            Tablo 1 : TOPLAM Y\u00dcKLER (D\u00f6\u015femeye G\u00f6re)<\/span><\/span><\/b> de\u011feri, d\u00f6\u015feme y\u00fck\u00fc hen\u00fcz kiri\u015fe da\u011f\u0131t\u0131lmam\u0131\u015f veya kiri\u015f \u00fczerinde hesaplanmam\u0131\u015f haldeyken t\u00fcm elemanlar\u0131n sabit ve hareketli y\u00fcklerinin toplam\u0131d\u0131r. Bu de\u011fer, yap\u0131n\u0131n giri\u015f a\u011f\u0131rl\u0131\u011f\u0131 olarak kabul edilebilir.<\/span>
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            Tablo 2 : TOPLAM Y\u00dcKLER (Kiri\u015f Da\u011f\u0131t\u0131m\u0131ndan Sonra)<\/span><\/span><\/b> de\u011feri, d\u00f6\u015feme y\u00fck\u00fcn\u00fcn akma \u00e7izgisi veya SE Da\u011f\u0131t\u0131m\u0131 y\u00f6ntemine g\u00f6re kiri\u015flere da\u011f\u0131t\u0131lmas\u0131n\u0131 dikkate al\u0131r. Kiri\u015f y\u00fck\u00fc art\u0131k d\u00f6\u015feme y\u00fcklerini de i\u00e7erir (bu nedenle d\u00f6\u015feme s\u00fctununda s\u0131f\u0131r de\u011ferler g\u00f6r\u00fcnt\u00fclenir).<\/span>
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            Tablo 3 : B\u0130NA ANAL\u0130Z\u0130 KOLON VE PERDE EKSENEL Y\u00dcKLER\u0130<\/span><\/span><\/b> de\u011feri, bina analizinden sonra ger\u00e7ek kolon ve perde eksenel y\u00fcklerini toplar (normal kiri\u015f\/d\u00f6\u015feme modeli i\u00e7in)<\/span>
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            Tablo 4 : SONLU ELEMAN ANAL\u0130Z\u0130 KOLON\/PERDE EKSENEL Y\u00dcKLER\u0130<\/span><\/span><\/b> de\u011feri, en \u00fcst kattan en alt kata kadar yap\u0131lan Sonlu Eleman Kademeli \u00c7\u00f6z\u00fcm i\u015fleminden sonra ger\u00e7ek kolon ve perde y\u00fcklerini toplar (d\u00fcz d\u00f6\u015feme modelleri i\u00e7in gereklidir)<\/span><\/span>
            <\/span><\/span><\/div>\n

            <\/span><\/span><\/div>\n
            Kiri\u015f d\u00f6\u015feme modeli i\u00e7in (t\u00fcm d\u00f6\u015femeler kiri\u015fler taraf\u0131ndan uygun \u015fekilde desteklendi\u011finde), a\u015fa\u011f\u0131dakileri kontrol edin:
            <\/span><\/span><\/div>\n
              \n
            1. Tablo 1 <\/span><\/span><\/span>toplam<\/span><\/span><\/b> de\u011ferlerinin <\/span><\/span><\/span>Tablo 2<\/span><\/span><\/b> ile benzer oldu\u011funu kontrol edin. Bu, t\u00fcm d\u00f6\u015feme y\u00fcklerinin kiri\u015fler taraf\u0131ndan do\u011fru \u015fekilde al\u0131nd\u0131\u011f\u0131n\u0131, yani hi\u00e7bir d\u00f6\u015feme y\u00fck\u00fcn\u00fcn kaybolmad\u0131\u011f\u0131n\u0131 garanti eder.<\/span><\/span><\/span>
              <\/span><\/span><\/li>\n
            2. Tablo 2 <\/span><\/span>toplam<\/span><\/span><\/b> de\u011ferlerinin <\/span><\/span><\/span>Tablo 3<\/span><\/span><\/b> ile benzer oldu\u011funu do\u011frulay\u0131n. Bu, \u00fcst yap\u0131 a\u011f\u0131rl\u0131\u011f\u0131n\u0131n tamam\u0131n\u0131n temele kadar kolon ve perdeler taraf\u0131ndan al\u0131nd\u0131\u011f\u0131n\u0131 garanti eder.<\/span><\/span><\/span>
              <\/span><\/span><\/li>\n<\/ol>\n
              D\u00fcz d\u00f6\u015feme modelleri i\u00e7in a\u015fa\u011f\u0131dakileri kontrol edin:<\/span><\/span><\/div>\n
                \n
              1. Tablo 1 <\/span><\/span>toplam <\/span><\/span><\/b>de\u011ferlerinin <\/span><\/span>Tablo 4<\/span><\/span><\/b> ile benzer oldu\u011funu kontrol edin. Bu, \u00fcst yap\u0131 d\u00f6\u015feme a\u011f\u0131rl\u0131\u011f\u0131n\u0131n tamam\u0131n\u0131n temele kadar kolon ve perdeler taraf\u0131ndan al\u0131nd\u0131\u011f\u0131n\u0131 garanti eder.
                <\/span><\/span><\/li>\n
              2. Tablo 2<\/span><\/span> ve <\/span><\/span><\/b>Tablo 3’\u00fc <\/span><\/span>ve<\/span><\/span><\/b> ilgili uyar\u0131lar\u0131 g\u00f6z ard\u0131 edin; bu tablolar yaln\u0131zca kiri\u015f d\u00f6\u015feme modeli i\u00e7in ge\u00e7erlidir<\/span><\/span><\/li>\n<\/ol>\n
                <\/p>\n
                \"Notlar\"<\/p>\n
                Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rmas\u0131n\u0131n ayr\u0131nt\u0131l\u0131 bir \u00f6rne\u011fi i\u00e7in bkz.<\/span><\/span> : <\/span>Eksenel Y\u00fck Kar\u015f\u0131la\u015ft\u0131rma Raporuna Genel Bak\u0131\u015f (Ayr\u0131nt\u0131l\u0131 \u00d6rnek)<\/span><\/a><\/div>\n

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

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

                <\/div>\n

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

                ProtaStructure’da bina analizinin nas\u0131l ba\u015flat\u0131laca\u011f\u0131, model kontrol\u00fc, eleman tasar\u0131m\u0131 se\u00e7enekleri ve \u00f6zde\u011fer analizinin nas\u0131l ger\u00e7ekle\u015ftirilece\u011fi 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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1768","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nBina Analizi Nas\u0131l Yap\u0131l\u0131r? | ProtaStructure Rehberi<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da bina analizi nas\u0131l ba\u015flat\u0131l\u0131r, model kontrol\u00fc ve tasar\u0131m se\u00e7enekleri nelerdir? Rehberi inceleyin, binan\u0131z\u0131 do\u011fru analiz edin.\" \/>\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\/bina-analizi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Analiz\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da bina analizi nas\u0131l ba\u015flat\u0131l\u0131r, model kontrol\u00fc ve tasar\u0131m se\u00e7enekleri nelerdir? 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