{"id":1779,"date":"2026-08-03T21:34:04","date_gmt":"2026-08-03T21:34:04","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/analiz-uyarisi-diyafram-notlari-ayni-duzlemde-degil\/"},"modified":"2026-08-03T21:34:04","modified_gmt":"2026-08-03T21:34:04","slug":"analiz-uyarisi-diyafram-notlari-ayni-duzlemde-degil","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/analiz-uyarisi-diyafram-notlari-ayni-duzlemde-degil\/","title":{"rendered":"Analiz Uyar\u0131s\u0131: Diyafram Notlar\u0131 Ayn\u0131 D\u00fczlemde De\u011fil"},"content":{"rendered":"
\n

Analiz s\u0131ras\u0131nda diyafram taraf\u0131ndan k\u0131s\u0131tlanan d\u00fc\u011f\u00fcmlerin ayn\u0131 d\u00fczlemde bulunmad\u0131\u011f\u0131n\u0131 belirten bir uyar\u0131 g\u00f6r\u00fcld\u00fc\u011f\u00fcnde, bu g\u00f6z ard\u0131 edilmemelidir:<\/p>\n

Warning: [DIAPHRAGMS] Diaphragm Nodes not in the same Plane. Nodes in different planes are constrained to move together, undesirable effects may accrue\u2026<\/span><\/i><\/span><\/p>\n

Bu uyar\u0131 mesaj\u0131, birbirine ba\u011fl\u0131 \u00e7e\u015fitli d\u00f6\u015feme diyaframlar\u0131n\u0131n a\u015fa\u011f\u0131daki durumlar nedeniyle ayn\u0131 d\u00fczlemde olu\u015fturulmamas\u0131 durumunda tetiklenir: <\/p>\n

    \n
  1. Yatay bir d\u00f6\u015femeye ba\u011fl\u0131 e\u011fik bir d\u00f6\u015feme<\/li>\n
  2. Ba\u015fka bir e\u011fik d\u00f6\u015femeye ba\u011fl\u0131 e\u011fik bir d\u00f6\u015feme<\/li>\n
  3. Yukar\u0131daki durumlar\u0131n birle\u015fimi<\/li>\n<\/ol>\n

    Sadece 1 e\u011fik d\u00f6\u015feme varsa, tek bir e\u011fik diyafram olu\u015fturulabilir ve bu durum do\u011fru \u015fekilde ele al\u0131n\u0131r. Birbirine ba\u011fl\u0131 olmad\u0131klar\u0131 s\u00fcrece farkl\u0131 a\u00e7\u0131larda e\u011fik birden fazla d\u00f6\u015feme diyafram\u0131 bulunmas\u0131 da m\u00fcmk\u00fcnd\u00fcr. Ancak farkl\u0131 a\u00e7\u0131larda e\u011fik ve birbirine ba\u011fl\u0131 diyaframlar do\u011fru \u015fekilde ele al\u0131namaz. Bu durumda, i\u00e7indeki t\u00fcm d\u00fc\u011f\u00fcmleri e\u015fit \u015fekilde k\u0131s\u0131tlayan tek bir diyafram ba\u011f\u0131 olu\u015fturulur ve diyafram uyar\u0131 mesaj\u0131 tetiklenir.<\/p>\n<\/p>\n

    \n \"Fikir\"<\/p>\n
    \n Display<\/b> 
    \n Analytical Model<\/b> ekran\u0131nda diyafram varsay\u0131m\u0131n\u0131 incelemeniz ve diyafram olu\u015fturma i\u015fleminden baz\u0131 d\u00f6\u015femeleri hari\u00e7 tutmay\u0131 de\u011ferlendirmeniz gerekir; bu, sorunu d\u00fczeltebilir. Baz\u0131 durumlarda, gerekli do\u011frulama yap\u0131ld\u0131ktan sonra sonu\u00e7 kabul edilebilir bulunursa, bu uyar\u0131y\u0131 g\u00f6z ard\u0131 etmeyi se\u00e7ebilirsiniz.\n <\/div>\n

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

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

    \u00d6rnek Model – Yatay d\u00f6\u015femeye ba\u011fl\u0131 e\u011fik d\u00f6\u015feme<\/b>
    <\/h2>\n

    Bu \u00f6rnek modelde, 2 yatay d\u00f6\u015feme e\u011fik bir d\u00f6\u015femeye ba\u011flanm\u0131\u015ft\u0131r.<\/p>\n

    <\/p>\n

    Slabs to Define Rigid Diaphragm<\/i><\/b> veya Single Rigid Diaphragm at Each Floor Level<\/i><\/b> se\u00e7eneklerinden biri kullan\u0131l\u0131rsa, analiz s\u0131ras\u0131nda diyafram taraf\u0131ndan k\u0131s\u0131tlanan d\u00fc\u011f\u00fcmlerin tamam\u0131n\u0131n ayn\u0131 d\u00fczlemde bulunmad\u0131\u011f\u0131n\u0131 belirten bir uyar\u0131 mesaj\u0131 g\u00f6r\u00fcnt\u00fclenir.
    <\/p>\n

    Analizi tamamlay\u0131n ve analitik modeli daha ayr\u0131nt\u0131l\u0131 incelemek i\u00e7in Display Analytical Model<\/b> ekran\u0131na gidin. Diyafram\u0131n kapsam\u0131n\u0131 ve diyafram taraf\u0131ndan k\u0131s\u0131tlanan d\u00fc\u011f\u00fcmleri g\u00f6r\u00fcnt\u00fclemek i\u00e7in Element Tab<\/b> i\u00e7inde \u201cDiaphragm<\/b>\u201d se\u00e7ene\u011fini a\u00e7\u0131n. A\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi, t\u00fcm yatay ve e\u011fik d\u00f6\u015femeler i\u00e7in tek bir diyafram olu\u015fturulur.<\/p>\n

    <\/p>\n

    \u0130lk bak\u0131\u015fta yukar\u0131daki durum makul g\u00f6r\u00fcnebilir. Diyafram\u0131n merkezi, t\u00fcm gri \u00e7izgilerin (rijit kol) birle\u015fti\u011fi noktad\u0131r; bu nokta, d\u00f6\u015femelerin herhangi birinin d\u00fczleminde de\u011fil, t\u00fcm d\u00f6\u015femelerin \u00fczerinde bulunan bir diyafram d\u00fc\u011f\u00fcm\u00fcndedir. <\/p>\n

    \n T\u00fcm d\u00fc\u011f\u00fcmleri birlikte hareket etmeye zorlayan rijit kollar ayn\u0131 d\u00fczlemde olmad\u0131\u011f\u0131ndan, a\u015fa\u011f\u0131daki eksenel y\u00fck diyagram\u0131nda g\u00f6r\u00fcld\u00fc\u011f\u00fc gibi hatal\u0131 yan etkiler ortaya \u00e7\u0131kar.
    \n \n <\/div>\n

    <\/p>\n

    T\u00fcm yatay ve e\u011fik kiri\u015fler, G<\/b> y\u00fckleme durumu gibi sadece d\u00fc\u015fey y\u00fck alt\u0131nda bile eksenel y\u00fcke maruz kal\u0131r. Normal uygulamada, yatay kiri\u015flerin yatay bir diyafram taraf\u0131ndan k\u0131s\u0131tlanmas\u0131 nedeniyle eksenel kuvvete maruz kalmamas\u0131, e\u011fik kiri\u015flerde ise eksenel kuvvetin kabul edilebilir olmas\u0131 beklenir. <\/p>\n

    Bu durumu d\u00fczeltmek i\u00e7in, d\u00f6\u015feme \u00f6zelliklerinde \u201cSlab Does Not Contribute to Floor Diaphragm<\/b>\u201d se\u00e7ene\u011fini i\u015faretleyerek e\u011fik d\u00f6\u015femeyi rijit diyaframdan hari\u00e7 tutabilirsiniz (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi).<\/p>\n

    <\/p>\n

    Analizi \u00e7al\u0131\u015ft\u0131r\u0131n ve sonu\u00e7lar\u0131 benzer \u015fekilde  Display Analytical Model<\/b> ekran\u0131nda do\u011frulay\u0131n.<\/p>\n

    Bu durumda, yatay d\u00f6\u015femeler i\u00e7in 2 ayr\u0131 ve ba\u011f\u0131ms\u0131z diyafram olu\u015fturulur ve yatay kiri\u015flerde eksenel kuvvet bulunmaz. Beklendi\u011fi gibi, e\u011fik kiri\u015fler herhangi bir diyafram taraf\u0131ndan k\u0131s\u0131tlanmad\u0131\u011f\u0131ndan bu kiri\u015flerde eksenel kuvvet vard\u0131r. Genel olarak bu sonu\u00e7, \u00f6nceki varsay\u0131ma k\u0131yasla daha kabul edilebilir bir sonu\u00e7tur.<\/p>\n

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

    \n \"Notlar\"<\/p>\n
    \n E\u011fik d\u00f6\u015femenin e\u011fim a\u00e7\u0131s\u0131 \u00e7ok k\u00fc\u00e7\u00fckse, varsay\u0131lan diyafram olu\u015fturmadan kaynaklanan olumsuz etki minimal olabilir. Bu durumda, m\u00fchendislik de\u011ferlendirmenize g\u00f6re, t\u00fcm kiri\u015flerin tek bir diyafram taraf\u0131ndan k\u0131s\u0131tlanmas\u0131na izin vermek i\u00e7in diyafram uyar\u0131s\u0131n\u0131 g\u00f6z ard\u0131 etmeyi se\u00e7ebilirsiniz.
    \n \n <\/div>\n

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

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

    Analiz s\u0131ras\u0131nda g\u00f6r\u00fclen “diyafram d\u00fc\u011f\u00fcmleri ayn\u0131 d\u00fczlemde de\u011fil” uyar\u0131s\u0131n\u0131n nedenleri ve e\u011fik d\u00f6\u015feme \u00f6rne\u011fi ile \u00e7\u00f6z\u00fcm y\u00f6ntemi 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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1779","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nDiyafram D\u00fc\u011f\u00fcmleri Ayn\u0131 D\u00fczlemde De\u011fil Uyar\u0131s\u0131<\/title>\n<meta name=\"description\" content=\"Diyafram d\u00fc\u011f\u00fcmleri ayn\u0131 d\u00fczlemde de\u011fil uyar\u0131s\u0131n\u0131n nedenlerini, e\u011fik d\u00f6\u015feme 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