{"id":1648,"date":"2026-08-03T21:32:38","date_gmt":"2026-08-03T21:32:38","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/ruzgar-ve-kat-yukleri\/"},"modified":"2026-08-03T21:32:38","modified_gmt":"2026-08-03T21:32:38","slug":"ruzgar-ve-kat-yukleri","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/ruzgar-ve-kat-yukleri\/","title":{"rendered":"R\u00fczgar ve Kat Y\u00fckleri"},"content":{"rendered":"
Yanal y\u00fckler, analiz modelindeki her kat seviyesine veya tek tek Kolon\/Perde d\u00fc\u011f\u00fcmlerine uygulanabilir (tek tek kolon\/perdelere atanabilen d\u00fc\u011f\u00fcm y\u00fckleri yaln\u0131zca yanal y\u00fcklerle s\u0131n\u0131rl\u0131 de\u011fildir). Her kat seviyesinde uygulanan yatay y\u00fckleri tan\u0131mlamak i\u00e7in<\/span><\/span> <\/span>\u201cR\u00fczgar ve Kat Y\u00fck\u00fc\u201d<\/span><\/i><\/b> <\/span> \u00f6zelli\u011fini kullanabilirsiniz.<\/span><\/span>
<\/span><\/div>\n

<\/span><\/div>\n
<\/p>\n
\"\u0130pucu\" <\/span><\/div>\n
\u00d6rne\u011fin, elle hesaplanan r\u00fczgar y\u00fckleri farazi y\u00fcklerden b\u00fcy\u00fckse, bunlar\u0131 buraya girebilirsiniz. Bu durumda girilen de\u011fer, o kattaki rijit diyaframlar ve serbest d\u00fc\u011f\u00fcmler aras\u0131nda k\u00fctle oranlar\u0131na g\u00f6re payla\u015ft\u0131r\u0131l\u0131r.
<\/span><\/div>\n

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

D\u0131\u015fmerkezlikten kaynaklanan burulma etkileri, diyafram ana d\u00fc\u011f\u00fcmlerine ve varsa serbest d\u00fc\u011f\u00fcmlere burulma momenti uygulanarak dikkate al\u0131n\u0131r.<\/span><\/span>
<\/span><\/p>\n

Kat seviyelerine etkiyen yanal y\u00fckler, <\/span>\u201cBina Analizi\u201d<\/span><\/b><\/i> formunun <\/span>\u201cAnaliz \u00d6ncesi\u201d<\/span><\/b><\/i> sayfas\u0131nda yer alan <\/span>\u201cR\u00fczgar ve Kat Y\u00fck\u00fc\u201d<\/span><\/b><\/i> <\/span><\/b>b\u00f6l\u00fcm\u00fcnde g\u00f6r\u00fclebilir ve de\u011fi\u015ftirilebilir. <\/span>\u201cR\u00fczgar ve Kat<\/span> Y\u00fck\u00fc\u201d<\/b><\/i> iki tablodan olu\u015fur.<\/p>\n

    \n
  1. \u00dcst tablo, kat k\u00fctlelerini ve a\u011f\u0131rl\u0131k merkezlerini g\u00f6sterir. Alt tablo, analizde kullan\u0131lan yanal y\u00fck durumlar\u0131n\u0131, kuvvet b\u00fcy\u00fckl\u00fckleri ve uygulama noktalar\u0131yla birlikte g\u00f6sterir.<\/span>
    <\/li>\n
  2. \u00dcst tabloda se\u00e7ilen kata ba\u011fl\u0131 olarak kuvvet ve uygulama noktas\u0131 de\u011ferleri de\u011fi\u015fir. Kullan\u0131lan yanal y\u00fck durumu tipine ba\u011fl\u0131 olarak da kuvvet de\u011ferleri d\u00fczenlenebilir veya d\u00fczenlenemez. 
    <\/span><\/li>\n
  3. \u00d6rne\u011fin, farazi yatay y\u00fckler se\u00e7ilen y\u00f6netmeli\u011fe g\u00f6re otomatik olarak hesaplan\u0131r ve bu nedenle d\u00fczenlenemez. R\u00fczgar y\u00fck\u00fc durumlar\u0131 ise elle olu\u015fturulur ve d\u00fczenlenebilir.
    <\/span><\/li>\n<\/ol>\n
    Bu h\u00fccrelere yaz\u0131lan de\u011ferler kat b\u00fct\u00fcn\u00fc i\u00e7indir.  <\/span>Farazi Yatay Y\u00fck i\u00e7in, Yanal Y\u00fckleme diyalog penceresine D\u0131\u015fmerkezlik de\u011feri girilerek d\u0131\u015fmerkezlik uygulanabilir. <\/span><\/span> <\/span> D\u0131\u015fmerkezlikten kaynaklanan kuvvet ve momentler, her diyafram\u0131n a\u011f\u0131rl\u0131k merkezine otomatik olarak uygulan\u0131r.<\/span><\/span>
    <\/span><\/div>\n
    \n
    <\/p>\n
    \"Notlar\" <\/span><\/div>\n
    Kat seviyesinde birden fazla rijit diyafram veya serbest d\u00fc\u011f\u00fcm varsa, bu y\u00fck k\u00fctleleriyle orant\u0131l\u0131 olarak payla\u015ft\u0131r\u0131l\u0131r. 
    <\/span><\/div>\n
    Kat k\u00fctleleri ve k\u00fctle merkezleri, bina analizi i\u015flemi s\u0131ras\u0131nda hesaplan\u0131r. Bina modelinde bir de\u011fi\u015fiklik yap\u0131ld\u0131ktan sonra bina analizi tekrar \u00e7al\u0131\u015ft\u0131r\u0131l\u0131rsa k\u00fctleler ve k\u00fctle merkezleri yeniden hesaplan\u0131r. <\/span><\/span> <\/div>\n

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

    \n

    R\u00fczgar Y\u00fck\u00fc Giri\u015fi ve Analizi
    <\/span><\/h1>\n
    Yanal veya r\u00fczgar y\u00fcklerini tan\u0131mlamak i\u00e7in 3 y\u00f6ntem vard\u0131r:<\/span> <\/div>\n
      \n
    1. Kat Y\u00fck\u00fc D\u00fczenleyicisi ile<\/a><\/li>\n
    2. Y\u00fck D\u00fczenleyicisi sekmesi ile<\/a><\/li>\n
    3. Otomatik R\u00fczgar Y\u00fck\u00fc Hesaplay\u0131c\u0131s\u0131 <\/a><\/li>\n<\/ol>\n

      Y\u00f6ntem 1: Kat Y\u00fck\u00fc D\u00fczenleyicisi
      <\/span><\/span><\/h2>\n
      Kat Y\u00fckleri D\u00fczenleyicisi kullanarak r\u00fczgar y\u00fck\u00fc girmek istiyorsan\u0131z, r\u00fczgar y\u00fck\u00fc bina g\u00f6r\u00fcn\u00fc\u015f\u00fcn\u00fcn merkezine uygulanmal\u0131d\u0131r  (a\u015fa\u011f\u0131daki \u015fekle bak\u0131n).  
      <\/span><\/div>\n

      <\/span><\/div>\n
      ProtaStructure, r\u00fczgar y\u00fck\u00fcn\u00fc her kulenin diyafram merkezine otomatik olarak da\u011f\u0131t\u0131r; da\u011f\u0131t\u0131m\u0131n b\u00fcy\u00fckl\u00fc\u011f\u00fc her kat\u0131n k\u00fctlesiyle orant\u0131l\u0131d\u0131r.  Daha b\u00fcy\u00fck elemanlara ve daha b\u00fcy\u00fck d\u00f6\u015femeye sahip kule daha y\u00fcksek k\u00fctleye sahip olur ve dolay\u0131s\u0131yla daha fazla r\u00fczgar y\u00fck\u00fc \u00e7eker.
      <\/span><\/div>\n

      <\/span><\/div>\n
      R\u00fczgar y\u00fckleri, yani Wx ve Wy , her katta noktasal y\u00fck olarak tan\u0131mlan\u0131r.  <\/span>Uygulanan r\u00fczgar y\u00fcklerinin (X, Y) koordinatlar\u0131 (0, 0) noktas\u0131ndan \u00f6l\u00e7\u00fcl\u00fcr; modelin sol alt k\u00f6\u015fesinden (aks kesi\u015fiminden) DE\u011e\u0130L.<\/span><\/b> <\/div>\n
      <\/b> <\/div>\n<\/div>\n
      \n
      \n
      <\/p>\n
      \"Notlar\" <\/span><\/div>\n
      Farazi Yatay Y\u00fckler, kat\u0131n k\u00fctle merkezine (KM) uygulan\u0131r; R\u00fczgar Y\u00fckleri ise bina g\u00f6r\u00fcn\u00fc\u015f\u00fcn\u00fcn merkezine uygulanmal\u0131d\u0131r.
      <\/span><\/div>\n

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

      2 kulenin ayn\u0131 k\u00fctleye sahip oldu\u011fu varsay\u0131lan a\u015fa\u011f\u0131daki \u00f6rne\u011fe bak\u0131n.
      <\/span><\/div>\n
        \n
      1. R\u00fczgar Y\u00fck\u00fcn\u00fc modele eklemek i\u00e7in R\u00fczgar Y\u00fck\u00fc Y\u00fck Durumlar\u0131n\u0131 ve Y\u00fck Kombinasyonlar\u0131n\u0131 olu\u015fturman\u0131z gerekir: Y\u00fckleme sekmesi <\/i><\/b><\/span>> <\/span>Y\u00fck Durumlar\u0131 ve Kombinasyonlar\u0131<\/span><\/i><\/b> > <\/span>Y\u00fckleme \u00dcretici<\/span><\/i><\/b> > <\/span>Yatay Y\u00fck Kombinasyonlar\u0131<\/span><\/i><\/b> > <\/span>R\u00fczgar Y\u00fcklemesini i\u015faretleyin<\/span>

        <\/b>\n

        <\/i><\/li>\n

      2.  R\u00fczgar Y\u00fck\u00fcn\u00fc her kata uygulamak i\u00e7in:<\/span> <\/span>Bina Analizi<\/span><\/b><\/i> > <\/span>Analiz \u00d6ncesi<\/span><\/i><\/b> > <\/span>R\u00fczgar ve Kat Y\u00fckleri<\/span>

        <\/i><\/b><\/li>\n
      3. R\u00fczgar y\u00fcklerinin her iki kulede da\u011f\u0131l\u0131m\u0131 a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibidir:<\/span>
        <\/li>\n
      4. Her kuleye uygulanan r\u00fczgar y\u00fck\u00fcn\u00fcn tam de\u011ferini kontrol etmek i\u00e7in <\/span>Analiz Sonras\u0131<\/span><\/i><\/b> > <\/span>Analiz Sonu\u00e7lar\u0131n\u0131 <\/span><\/i><\/b>G\u00f6r\u00fcnt\u00fcle <\/span><\/i><\/b> > <\/span>Wy y\u00fck durumunu se\u00e7in<\/span><\/i><\/b> ve uygulanan d\u00fc\u011f\u00fcm noktas\u0131 y\u00fcklerine bak\u0131n (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span>
        <\/li>\n<\/ol>\n
        \n
        2 kule ba\u011f\u0131ms\u0131z davran\u0131\u015f\u0131n\u0131 s\u00fcrd\u00fcr\u00fcr.
        <\/span><\/div>\n
        \n
        <\/p>\n
        \"Uyar\u0131\" <\/span><\/div>\n
        Bu y\u00f6ntemin k\u0131s\u0131tlamas\u0131, her kuledeki y\u00fck de\u011ferini kontrol edememenizdir. Y\u00fck de\u011feri, program\u0131n otomatik olarak hesaplad\u0131\u011f\u0131 her kat\u0131n k\u00fctlesine ba\u011fl\u0131d\u0131r. K\u00fctlesi daha y\u00fcksek olan d\u00f6\u015feme daha fazla r\u00fczgar y\u00fck\u00fc \u00e7eker.<\/span><\/div>\n

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

        Daha fazla kontrol istiyorsan\u0131z di\u011fer y\u00f6ntem, r\u00fczgar y\u00fcklerini belirli kolonlara uygulamakt\u0131r. <\/span> <\/div>\n
        <\/div>\n

        Y\u00f6ntem 2: Y\u00fck D\u00fczenleyici Sekmesi \u00dczerinden<\/span>
        <\/h2>\n
        Bu y\u00f6ntem, Y\u00fck D\u00fczenleyici kullan\u0131larak r\u00fczgar y\u00fcklerinin kolon, perde, giyotin cephe gibi elemanlar\u0131n d\u00fc\u011f\u00fcm noktalar\u0131na uygulanmas\u0131d\u0131r.  <\/div>\n
        <\/div>\n
          \n
        1. R\u00fczgar Y\u00fck\u00fc durumlar\u0131n\u0131 se\u00e7in.
          <\/span><\/li>\n
        2. Y\u00fck Tiplerini se\u00e7in
          <\/span><\/li>\n
        3. Y\u00fcklerin y\u00f6n\u00fcn\u00fc ve b\u00fcy\u00fckl\u00fc\u011f\u00fcn\u00fc belirleyin.
          <\/span><\/li>\n
        4. Y\u00fckleri 3B g\u00f6r\u00fcn\u00fc\u015fte ekleyin.<\/span><\/li>\n<\/ol>\n
          <\/p>\n
          \"Notlar\" <\/span><\/div>\n
          Y\u00fck d\u00fczenleyici hakk\u0131nda daha fazla ayr\u0131nt\u0131 i\u00e7in<\/span>  Y\u00fck D\u00fczenleyici<\/a> makalesine bak\u0131n <\/div>\n

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

          <\/div>\n
          \n

          Y\u00f6ntem 3: Otomatik R\u00fczgar Y\u00fck\u00fc Hesaplay\u0131c\u0131<\/span><\/span><\/span>
          <\/span><\/span><\/h2>\n
          R\u00fczgar y\u00fck\u00fc hesaplay\u0131c\u0131, r\u00fczgar y\u00fck\u00fc hesaplamalar\u0131n\u0131n otomatikle\u015ftirilmesini ve ProtaStructure \u00e7ok katl\u0131 yap\u0131lar\u0131na uygulanmas\u0131n\u0131 sa\u011flar. R\u00fczgar y\u00fck\u00fc hesaplay\u0131c\u0131, se\u00e7ilen r\u00fczgar y\u00f6netmeli\u011fine g\u00f6re r\u00fczgar kuvvetlerini otomatik olarak hesaplar ve bina yap\u0131s\u0131na uygular. De\u011ferlerin manuel olarak hesaplan\u0131p girilmesine gerek kalmad\u0131\u011f\u0131ndan verimlilik b\u00fcy\u00fck \u00f6l\u00e7\u00fcde artar. Kapsanan r\u00fczgar y\u00f6netmelikleri \u015funlard\u0131r:
          <\/span><\/div>\n<\/div>\n
            \n
          1. BS6399-2 (1997)
            <\/span><\/li>\n
          2. MS1533 (2002)
            <\/span><\/li>\n
          3. EN1991-4 (2005) – Singapur\/ Polonya Eki
            <\/span><\/li>\n
          4. ASCE7 (2010)
            <\/span><\/li>\n
          5. Tayland R\u00fczgar Y\u00f6netmeli\u011fi (2012)
            <\/span><\/li>\n
          6. NSCP R\u00fczgar Y\u00f6netmeli\u011fi (2015)<\/span><\/li>\n<\/ol>\n

            Nas\u0131l Kullan\u0131l\u0131r
            <\/span><\/h2>\n

            Ad\u0131m 1: R\u00fczgar y\u00fck\u00fc kombinasyonlar\u0131n\u0131 tan\u0131mlay\u0131n:
            <\/span><\/h3>\n
              \n
            1. Y\u00fckleme <\/span>sekmesinde<\/span><\/b><\/i><\/span><\/span><\/span> <\/span><\/i><\/span><\/span><\/span><\/span>Y\u00fck kombinasyonlar\u0131<\/span><\/b><\/i><\/span><\/span><\/span> d\u00fc\u011fmesine t\u0131klay\u0131n<\/span><\/i><\/span><\/span><\/span><\/span>
              <\/span><\/li>\n
            2. Y\u00fck Kombinasyonu D\u00fczenleyicisinde <\/span>Y\u00fckleme \u00dcretici<\/span><\/b> d\u00fc\u011fmesine t\u0131klay\u0131n <\/span><\/span><\/span><\/span><\/i>
              <\/span><\/li>\n
            3. Otomatik Y\u00fckleme D\u00fczenleyicisinde <\/span>Yatay Y\u00fck Kombinasyonlar\u0131<\/span><\/b> sekmesine gidin > a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi <\/span>R\u00fczgar Y\u00fcklemesini<\/span><\/b> i\u015faretleyin<\/span><\/span><\/span><\/span><\/i>
              <\/span><\/li>\n<\/ol>\n

              <\/span><\/span><\/span><\/span><\/i> <\/div>\n<\/div>\n<\/div>\n
              <\/p>\n
              \"Notlar\" <\/div>\n
              \n
              Soldan sa\u011fa ve sa\u011fdan sola etkiyen r\u00fczgar\u0131n farkl\u0131 olmas\u0131 beklendi\u011finde, \u00f6rne\u011fin d\u00fczensiz \u015fekilli bir binada <\/span> \u201c<\/span><\/i>Negatif Y\u00fck Durumlar\u0131n\u0131 Ayr\u0131 Tan\u0131mla<\/span><\/i><\/b> \u201d<\/span><\/i> se\u00e7ene\u011fini i\u015faretleyin. Ek r\u00fczgar y\u00fck\u00fc durumlar\u0131 Wx+, Wx-, Wy+ ve Wy+ olu\u015fturulacakt\u0131r.
              <\/span><\/div>\n
                \n
              1. Otomatik Y\u00fckleme Edit\u00f6r\u00fc diyalog penceresini kapatmak i\u00e7in<\/span> OK <\/span><\/b>t\u0131klay\u0131n<\/span><\/i>
                <\/span><\/li>\n
              2. Y\u00fck Kombinasyonu Edit\u00f6r\u00fc diyalog penceresini kapatmak i\u00e7in <\/span>OK<\/span><\/b> t\u0131klay\u0131n<\/span><\/i><\/li>\n<\/ol>\n<\/div>\n

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

                Ad\u0131m 2: R\u00fczgar Y\u00fcklerini Hesaplay\u0131n ve Uygulay\u0131n: 
                <\/span><\/h3>\n
                  \n
                1.  <\/span>"Pre-Analysis"<\/span><\/b> sekmesinde <\/span>"Wind and Storey Loads"<\/span><\/b> d\u00fc\u011fmesine t\u0131klay\u0131n
                  <\/span><\/li>\n
                2. R\u00fczgar y\u00fck\u00fc hesaplay\u0131c\u0131s\u0131n\u0131 ba\u015flatmak i\u00e7in <\/span>Storey Parameters and Loads<\/span><\/b> diyalog penceresinde <\/span>Wind Load Calculator <\/span><\/b>t\u0131klay\u0131n<\/span>

                  <\/i><\/li>\n<\/ol>\n<\/div>\n
                  \n
                  <\/p>\n
                  \"Notlar\" <\/div>\n
                    \n
                  1. Parametrelerin \u00e7o\u011fu sa\u011fdaki \u015fekilde g\u00f6sterilmi\u015f ve a\u00e7\u0131klanm\u0131\u015ft\u0131r. <\/span><\/span><\/span>
                    <\/span><\/li>\n
                  2. "Primary Wind Angle" birincil r\u00fczgar a\u00e7\u0131s\u0131n\u0131n y\u00f6n\u00fcn\u00fc ayarlamak i\u00e7in kullan\u0131l\u0131r. Etkin bina geni\u015fli\u011fi ve uzunlu\u011fu buna g\u00f6re hesaplan\u0131r. Y\u00f6n fakt\u00f6r\u00fc uygulanabilir durumlarda uygulan\u0131r.<\/span><\/span>
                    <\/span><\/li>\n
                  3. Di\u011fer t\u00fcm parametreler ilgili tasar\u0131m y\u00f6netmeliklerinde a\u00e7\u0131klanm\u0131\u015ft\u0131r.<\/span><\/span>
                    <\/span><\/li>\n
                  4. R\u00fczgar y\u00fck\u00fcne tabi olmayan bodrum katlar varsa, bunlar <\/span><\/span>Edit Storey<\/span><\/span><\/b> diyalog penceresinden (<\/span><\/span>Building Setout<\/span><\/span><\/b> \u00fcst men\u00fcs\u00fc) > <\/span><\/span>No. of Rigid Basements<\/span><\/span><\/b> giri\u015fi \u00fczerinden hari\u00e7 tutulabilir<\/span><\/span><\/span>
                    <\/span><\/li>\n
                      \n
                    1. Hesaplanan r\u00fczgar bas\u0131n\u00e7lar\u0131n\u0131 ve r\u00fczgar y\u00fcklerini incelemek i\u00e7in sol paneldeki <\/span><\/span>Report and Results<\/span><\/span><\/b> i\u00e7indeki <\/span><\/span>wind load cases<\/span><\/span><\/b> \u00f6\u011fesine t\u0131klay\u0131n (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span><\/span><\/i><\/li>\n<\/ol>\n<\/ol>\n

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

                      <\/div>\n
                      \n
                        \n
                      1. R\u00fczgar y\u00fck\u00fc \u00f6zet raporunu olu\u015fturmak i\u00e7in alttaki <\/span>"<\/span><\/i>Create Report"<\/span><\/i> <\/span><\/b>d\u00fc\u011fmesine t\u0131klay\u0131n
                        <\/span><\/li>\n
                      2. R\u00fczgar y\u00fcklerini modele uygulamak i\u00e7in sa\u011f altta <\/span>"<\/span><\/i>Apply"<\/span><\/i><\/b> t\u0131klay\u0131n
                        <\/span><\/li>\n
                      3. Uygulanan r\u00fczgar y\u00fcklerini <\/span>"<\/span><\/i>Wind and Storey Loads"<\/span><\/i><\/b> i\u00e7inde inceleyin.<\/span><\/li>\n<\/ol>\n
                        <\/i><\/b> <\/div>\n
                        \n
                        \"Notlar\"Uygulanan r\u00fczgar y\u00fckleri d\u00fczenlenebilir; uygulanan r\u00fczgar y\u00fck\u00fcne t\u0131klayarak d\u00fczenleyebilirsiniz.  <\/span><\/span><\/span><\/div>\n
                          \n
                        1.  <\/span>Storey Parameters and Loads<\/span><\/b> diyalog penceresini kapatmak i\u00e7in<\/span> OK <\/span><\/b>t\u0131klay\u0131n.<\/span><\/span><\/i><\/li>\n<\/ol>\n
                          <\/p>\n
                          \"Notlar\"<\/div>\n
                          Otomatik r\u00fczgar y\u00fck\u00fc kullan\u0131ld\u0131\u011f\u0131nda, d\u00f6\u015femedeki burulma momenti olan <\/span><\/span>Mz<\/span><\/span><\/b> a\u015fa\u011f\u0131daki a\u00e7\u0131klamaya g\u00f6re otomatik olarak hesaplan\u0131r:  <\/span><\/span>
                          <\/span><\/span><\/div>\n
                            \n
                          1. Otomatik hesaplanan r\u00fczgar y\u00fck\u00fc girdisi, incelenen y\u00f6ndeki binan\u0131n y\u00fckseklik merkezinde (<\/span><\/span>CE<\/span><\/span><\/b>), yani <\/span><\/span>X<\/span><\/span><\/b> & <\/span><\/span>Y <\/span><\/span><\/b>koordinat s\u00fctununda yer al\u0131r. <\/span><\/span><\/li>\n
                          2. Analizde r\u00fczgar y\u00fck\u00fc, d\u00f6\u015feme diyafram\u0131n\u0131n k\u00fctle merkezine (<\/span><\/span>CM<\/span><\/span><\/b>) uygulan\u0131r; zira kat hareketini tek bir b\u00fct\u00fcn olarak s\u0131n\u0131rland\u0131ran d\u00f6\u015feme diyafram\u0131n\u0131 temsil eden bir <\/span><\/span>CM<\/span><\/span><\/b> d\u00fc\u011f\u00fcm\u00fc otomatik olarak olu\u015fturulur. 
                            <\/span><\/span><\/li>\n
                          3. Net etkinin analitik olarak e\u015fde\u011fer olmas\u0131n\u0131 sa\u011flamak i\u00e7in <\/span><\/span>Mz <\/span><\/span><\/b>hesaplanmal\u0131d\u0131r. <\/span><\/span><\/span><\/li>\n
                          4. Burada, <\/span><\/span>CE <\/span><\/span><\/b>ve <\/span><\/span>CM<\/span><\/span><\/b> koordinatlar\u0131 aras\u0131ndaki fark\u0131 d\u0131\u015fmerkezlik olarak adland\u0131ral\u0131m, <\/span><\/span>ex & ey<\/span><\/span><\/b> de\u011ferleri \u015fu \u015fekilde hesaplan\u0131r<\/span><\/span><\/span><\/span>:  <\/span><\/span><\/span><\/span>
                            <\/span><\/span><\/li>\n
                              \n
                            1. ex (x y\u00f6n\u00fc) = CE (x) – CM (x) 
                              <\/span><\/b><\/span><\/span><\/span><\/li>\n
                            2. ey (y y\u00f6n\u00fc) = CE (y) – CM (y)<\/span><\/b><\/span><\/span><\/span>
                              <\/span><\/span><\/li>\n<\/ol>\n
                            3. Mz <\/span><\/span><\/b>r\u00fczgar y\u00fck\u00fc b\u00fcy\u00fckl\u00fc\u011f\u00fcn\u00fcn <\/span><\/span>ex<\/span><\/span><\/b> veya <\/span><\/span>ey<\/span><\/span><\/b> ile \u00e7arp\u0131lmas\u0131yla hesaplan\u0131r:  <\/span><\/span><\/li>\n
                                \n
                              1. Mz (Wx) = Fx * ey<\/span><\/span><\/b>
                                <\/span><\/span><\/li>\n
                              2. Mz (Wy) = Fy * ex 
                                <\/span><\/span><\/b><\/li>\n<\/ol>\n<\/ol>\n

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

                                A\u015fa\u011f\u0131daki \u015fekil Mz <\/b>de\u011ferinin nas\u0131l elde edildi\u011fini g\u00f6stermektedir:<\/span><\/span><\/span><\/span><\/div>\n<\/div>\n

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


                                <\/b><\/span><\/span><\/span><\/span><\/h3>\n

                                Ad\u0131m 3: Bina analizini \u00e7al\u0131\u015ft\u0131r\u0131n ve sonu\u00e7lar\u0131 Analiz Sonras\u0131 Sonu\u00e7 G\u00f6r\u00fcnt\u00fcleme’de inceleyin<\/b><\/span><\/span><\/span><\/span>
                                <\/h3>\n
                                  \n
                                1. <\/span>Bina Analizi<\/span><\/i><\/b> sekmesine gidin, bina analizini ger\u00e7ekle\u015ftirmek i\u00e7in <\/span>Ba\u015flat<\/span><\/i><\/b>‘a t\u0131klay\u0131n
                                  <\/span><\/li>\n
                                2. <\/span>Analiz Sonras\u0131<\/span><\/i><\/b> sekmesine gidin, <\/span>Analiz Sonu\u00e7lar\u0131n\u0131 <\/span><\/i><\/b>G\u00f6r\u00fcnt\u00fcle’ye t\u0131klay\u0131n<\/span><\/i><\/b>
                                  <\/span><\/li>\n
                                3. <\/span>\u00d6\u011feler<\/span><\/i><\/b> sekmesine gidin, D\u00fc\u011f\u00fcm Noktalar\u0131 buton grubundaki <\/span>Y\u00fckler<\/span><\/i><\/b> ve <\/span>Diyaframlar<\/span><\/i><\/b> se\u00e7eneklerinin etkin oldu\u011fundan emin olun (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)
                                  <\/span><\/li>\n
                                4. <\/span> Y\u00fckleme<\/span><\/b> sekmesinde (sa\u011f paneldeki) herhangi bir r\u00fczgar y\u00fck\u00fc durumuna t\u0131klay\u0131n. <\/span>
                                  <\/span><\/i><\/li>\n<\/ol>\n
                                  <\/p>\n
                                  \"Notlar\" <\/div>\n
                                  Uygulanan r\u00fczgar y\u00fckleri, d\u00f6\u015femeler modellenmi\u015f ve kat diyafram\u0131 dikkate al\u0131nm\u0131\u015fsa, her kat diyafram\u0131n\u0131n merkezine otomatik olarak da\u011f\u0131t\u0131lan d\u00fc\u011f\u00fcm noktas\u0131 y\u00fckleri olarak g\u00f6sterilir. <\/span>
                                  <\/span><\/div>\n
                                  D\u00f6\u015femeler modellenmemi\u015fse, kat diyafram\u0131 g\u00f6z ard\u0131 edilmi\u015fse veya kat diyafram\u0131na ba\u011fl\u0131 olmayan izole kolonlar\/perdeler varsa, r\u00fczgar y\u00fck\u00fc her kolona ve perdeye do\u011frudan d\u00fc\u011f\u00fcm noktas\u0131 y\u00fck\u00fc olarak uygulan\u0131r:<\/span>
                                  <\/span><\/div>\n
                                    \n
                                  1. Uygulanan y\u00fck\u00fcn b\u00fcy\u00fckl\u00fc\u011f\u00fc kolon\/perde k\u00fctlesiyle orant\u0131l\u0131d\u0131r; bu k\u00fctle plandaki boyutuna e\u015fde\u011ferdir, \u00e7\u00fcnk\u00fc ayn\u0131 kat i\u00e7in t\u00fcm d\u00fc\u015fey elemanlar\u0131n y\u00fcksekli\u011fi ayn\u0131d\u0131r. 
                                    <\/span><\/li>\n
                                  2. Bu, daha b\u00fcy\u00fck kolon ve perdelere daha y\u00fcksek r\u00fczgar y\u00fck\u00fc de\u011feri uygulanaca\u011f\u0131 anlam\u0131na gelir.
                                    <\/span><\/li>\n
                                  3. Bu, otomatik hesaplanan Nominal Yatay Y\u00fckler \/ E\u015fde\u011fer Yatay Y\u00fck da\u011f\u0131t\u0131m\u0131nda kullan\u0131lan y\u00f6ntemle ayn\u0131d\u0131r. <\/span><\/li>\n<\/ol>\n

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

                                    \n
                                    <\/p>\n
                                    \"Bilgi\" <\/span><\/div>\n
                                    \n
                                    Varsay\u0131mlar ve S\u0131n\u0131rlamalar<\/span><\/b>
                                    <\/span><\/div>\n<\/div>\n
                                      \n
                                    1. Plan \u00fczerinde d\u00fczensiz binalar <\/span>(C \u015fekli, U \u015fekli gibi)<\/span><\/i><\/b> e\u015fde\u011fer bir dikd\u00f6rtgene d\u00f6n\u00fc\u015ft\u00fcr\u00fclecektir.
                                      <\/span><\/li>\n
                                    2. R\u00fczgar y\u00fckleri, her cephedeki net r\u00fczgar bas\u0131n\u00e7lar\u0131n\u0131\/y\u00fcklerini elde etmek i\u00e7in yaln\u0131zca r\u00fczgara bakan ve r\u00fczgar arkas\u0131nda kalan y\u00fczeyler i\u00e7in hesaplanacakt\u0131r.
                                      <\/span><\/li>\n
                                    3. Bu r\u00fczgar y\u00fck\u00fc, \u015fu a\u015famada, yan ve \u00e7at\u0131 r\u00fczgar bas\u0131nc\u0131 hesaplamas\u0131 gerektiren az katl\u0131 end\u00fcstriyel binalar\u0131n r\u00fczgar hesaplamalar\u0131n\u0131 desteklememektedir.
                                      <\/span><\/li>\n
                                    4. Otomatik r\u00fczgar y\u00fck\u00fc hesaplamas\u0131, t\u00fcm katlar\u0131n r\u00fczgara bakan y\u00fczeylerinin bo\u015fluksuz ve tamamen kapal\u0131 oldu\u011funu varsayar. \u00c7evre b\u00f6lme duvar\u0131, perde duvar veya bo\u015fluklar r\u00fczgar y\u00fck\u00fc hesaplamas\u0131n\u0131 hi\u00e7bir \u015fekilde etkilemez.  
                                      <\/span><\/li>\n
                                    5. Farkl\u0131 r\u00fczgar y\u00f6nlerindeki biti\u015fik binalar\u0131n say\u0131s\u0131, mesafesi ve boyutlar\u0131 ortalama bir girdi olarak al\u0131n\u0131r ve kullan\u0131c\u0131 taraf\u0131ndan elle hesaplanmal\u0131d\u0131r.<\/span><\/span>
                                      <\/span><\/li>\n
                                    6. Bina y\u00fcksekli\u011finin 150 m ile 200 m’yi a\u015fmas\u0131 durumunda, hesaplanan r\u00fczgar y\u00fckleri ge\u00e7erli olmayabilir. Gereksinimler farkl\u0131l\u0131k g\u00f6sterdi\u011finden ilgili y\u00f6netmeli\u011fe ba\u015fvurun. Gerekirse r\u00fczgar t\u00fcneli testi yap\u0131lmal\u0131d\u0131r.  <\/span><\/li>\n<\/ol>\n

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

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

                                      R\u00fczgar Y\u00fckleri Da\u011f\u0131l\u0131m\u0131<\/span><\/span><\/span>
                                      <\/h1>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
                                      1. kat i\u00e7in ProtaStructure, r\u00fczgar y\u00fcklerini hesaplarken kat\u0131n y\u00fcksekli\u011fini ve \u00fcst kat\u0131n y\u00fcksekli\u011finin yar\u0131s\u0131n\u0131 dikkate al\u0131r.
                                      <\/span><\/div>\n<\/div>\n

                                      <\/span><\/div>\n
                                      Ara katlar i\u00e7in mevcut kat\u0131n y\u00fcksekli\u011finin yar\u0131s\u0131 ve \u00fcst kat\u0131n y\u00fcksekli\u011finin yar\u0131s\u0131 dikkate al\u0131n\u0131r.
                                      <\/span><\/div>\n

                                      <\/span><\/div>\n
                                      \u00c7at\u0131 kat\u0131 i\u00e7in r\u00fczgar y\u00fck\u00fc hesaplan\u0131rken yaln\u0131zca kat\u0131n y\u00fcksekli\u011finin yar\u0131s\u0131 dikkate al\u0131n\u0131r.
                                      <\/span><\/div>\n

                                      <\/span><\/div>\n
                                      R\u00fczgar y\u00fck\u00fc hesaplamas\u0131nda kullan\u0131lan r\u00fczgar y\u00fck\u00fc da\u011f\u0131l\u0131m\u0131 a\u015fa\u011f\u0131daki \u015fekilde g\u00f6sterilmi\u015ftir:<\/span><\/div>\n
                                      <\/div>\n
                                      \n
                                      \n
                                      \n
                                      \n
                                      \n

                                      <\/h2>\n

                                      CSV\/Excel Dosyas\u0131ndan R\u00fczgar Y\u00fck\u00fc \u0130\u00e7e Aktarma<\/b><\/span><\/span><\/span><\/span><\/h1>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
                                      R\u00fczgar y\u00fckleri bir csv \/ excel dosyas\u0131ndan i\u00e7e aktar\u0131labilir. De\u011ferlerin elle girilmesine gerek kalmad\u0131\u011f\u0131ndan \u00fcretkenlik b\u00fcy\u00fck \u00f6l\u00e7\u00fcde artar.<\/span>
                                      <\/span><\/div>\n<\/div>\n

                                      <\/span><\/div>\n
                                      \u00d6rnek csv dosyas\u0131 varsay\u0131lan kurulum klas\u00f6r\u00fcnde bulunur:<\/span><\/div>\n
                                      \n

                                      <\/span><\/div>\n
                                      C:UsersUser NameDocumentsProtaLibSamples<\/span><\/i><\/b> <\/span>
                                      <\/span><\/div>\n
                                        \n
                                      1. WindPointLoad_SampleImport.csv <\/span><\/b> dosyas\u0131, Y\u00fck Kombinasyonu D\u00fczenleyicisi’nde (a\u015fa\u011f\u0131ya bak\u0131n) “Ayr\u0131 Negatif R\u00fczgar Y\u00fck\u00fc Durumu Tan\u0131mla” se\u00e7ene\u011fi i\u015faretli de\u011filse kullan\u0131l\u0131r.<\/span>
                                        <\/span><\/li>\n
                                      2. WindPointLoadSeperateNegativeLoadCases_SampleImport.csv<\/span><\/b> dosyas\u0131, Y\u00fck Kombinasyonu D\u00fczenleyicisi’nde (a\u015fa\u011f\u0131ya bak\u0131n) “Ayr\u0131 Negatif R\u00fczgar Y\u00fck\u00fc Durumu Tan\u0131mla” se\u00e7ene\u011fi i\u015faretliyse kullan\u0131l\u0131r.<\/span>
                                        <\/span><\/li>\n<\/ol>\n

                                        Nas\u0131l Kullan\u0131l\u0131r<\/span>
                                        <\/span><\/h3>\n
                                          \n
                                        1.  \u00d6rnek <\/span>WindLoadImportSample.xlsx<\/span><\/i> veya <\/span>csv dosyas\u0131n\u0131<\/span><\/i> Microsoft Excel’de a\u00e7\u0131n<\/span>
                                          <\/li>\n
                                        2. R\u00fczgar kuvveti <\/span>Fx<\/span><\/i><\/b> & <\/span>Fy<\/span><\/i><\/b> de\u011ferlerini, uygulama noktas\u0131na ait <\/span>X<\/span><\/i><\/b> & <\/span>Y<\/span><\/i><\/b> koordinatlar\u0131n\u0131 girin, yani yukar\u0131da k\u0131rm\u0131z\u0131 ile g\u00f6sterilen rakamlar\u0131
                                          <\/span><\/li>\n
                                        3. Dosyay\u0131 <\/span>.csv<\/span><\/i><\/b> bi\u00e7iminde kaydedin
                                          <\/span><\/li>\n
                                        4. Bina Analizi men\u00fcs\u00fcnde, r\u00fczgar y\u00fck\u00fc durumlar\u0131n\u0131 ve kombinasyonunu olu\u015fturmak i\u00e7in <\/span>Y\u00fckleme Olu\u015fturucu<\/span><\/i><\/b>‘yu kullan\u0131n
                                          <\/span><\/li>\n
                                        5. Bina Analizi men\u00fcs\u00fc > \u00d6n Analiz Sekmesi > <\/span>R\u00fczgar ve Kat Y\u00fckleri<\/span><\/i><\/b> d\u00fc\u011fmesine t\u0131klay\u0131n
                                          <\/span><\/li>\n
                                        6. Kat Parametresi ve Y\u00fckleri diyalog penceresinde<\/span> R\u00fczgar Y\u00fcklerini \u0130\u00e7e Aktar<\/span><\/i><\/b> se\u00e7ene\u011fini se\u00e7in <\/span>
                                          <\/li>\n
                                        7. \u00d6nceden haz\u0131rlanan csv dosyas\u0131n\u0131 se\u00e7in<\/span>
                                          <\/span><\/li>\n
                                        8. Kat y\u00fckleri bilgisini <\/span>“+” <\/span><\/i><\/b>simgesine t\u0131klayarak geni\u015fletin ve i\u00e7e aktar\u0131lan de\u011ferleri kontrol edin (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi)<\/span>
                                          <\/li>\n<\/ol>\n
                                          \n
                                          \n
                                          \"Notlar\"T<\/span><\/b><\/span>\u00fcm katlar\u0131n bilgilerini bir kerede geni\u015fletmek i\u00e7in <\/span>T\u00fcm Katlar\u0131 Geni\u015flet<\/span><\/i><\/b> simgesine de t\u0131klayabilirsiniz.<\/span><\/span><\/div>\n<\/div>\n<\/blockquote>\n<\/div>\n
                                          <\/div>\n","protected":false},"excerpt":{"rendered":"

                                          Analiz modelinde kat seviyelerine uygulanan yanal ve r\u00fczgar y\u00fcklerinin R\u00fczgar ve Kat Y\u00fck\u00fc arac\u0131yla nas\u0131l tan\u0131mlan\u0131p d\u00fczenlendi\u011fi a\u00e7\u0131klan\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":[29,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1648","wiki","type-wiki","status-publish","hentry","category-pre-analysis","category-technical-manuals"],"yoast_head":"\nR\u00fczgar ve Kat Y\u00fckleri Nas\u0131l Tan\u0131mlan\u0131r \u2013 ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da r\u00fczgar ve kat y\u00fcklerinin analiz modelinde nas\u0131l tan\u0131mlanaca\u011f\u0131n\u0131, d\u00fczenlenece\u011fini ve d\u0131\u015fmerkezlik etkisinin nas\u0131l hesapland\u0131\u011f\u0131n\u0131 \u00f6\u011frenin.\" \/>\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\/ruzgar-ve-kat-yukleri\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"R\u00fczgar ve Kat Y\u00fckleri\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da r\u00fczgar ve kat y\u00fcklerinin analiz modelinde nas\u0131l tan\u0131mlanaca\u011f\u0131n\u0131, d\u00fczenlenece\u011fini ve d\u0131\u015fmerkezlik etkisinin nas\u0131l hesapland\u0131\u011f\u0131n\u0131 \u00f6\u011frenin.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/ruzgar-ve-kat-yukleri\/\" \/>\n<meta property=\"og:site_name\" content=\"Protasoftware TR\" \/>\n<meta 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