{"id":1789,"date":"2026-08-03T21:34:11","date_gmt":"2026-08-03T21:34:11","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/elemanlar-arasi-3b-etkiler\/"},"modified":"2026-08-03T21:34:11","modified_gmt":"2026-08-03T21:34:11","slug":"elemanlar-arasi-3b-etkiler","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/elemanlar-arasi-3b-etkiler\/","title":{"rendered":"Bir Eleman\u0131n Di\u011fer Eleman \u00dczerindeki 3B Etkileri"},"content":{"rendered":"
\n En s\u0131k g\u00f6r\u00fclen 3B etki, olu\u015fan kiri\u015f tasar\u0131m kuvvetlerinin geleneksel 2B analizden bekledi\u011finiz de\u011ferlerle her zaman \u00f6rt\u00fc\u015fmemesidir.
<\/span><\/span>
\n<\/span><\/div>\n


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

Bu t\u00fcr bir etki bir\u00e7ok farkl\u0131 \u015fekilde ortaya \u00e7\u0131kabilir ve ta\u015f\u0131y\u0131c\u0131 sistem d\u00fczeni karma\u015f\u0131kla\u015ft\u0131k\u00e7a ve d\u00fczensizle\u015ftik\u00e7e olas\u0131l\u0131\u011f\u0131 artar.<\/span><\/span><\/div>\n

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


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

Bu etki,  a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi, birbirine dar a\u00e7\u0131yla (90 dereceden az) ba\u011flanan birka\u00e7 kat kiri\u015finden olu\u015fan \u00e7ok basit bir modelle g\u00f6sterilebilir.<\/span><\/span><\/div>\n
\n
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\n
\n
\n \n<\/div>\n

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\n Bu model \u015funlar\u0131 i\u00e7erir:
<\/span><\/span>
\n<\/span><\/div>\n


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


    \n <\/span><\/p>\n
  1. 250 mm x 500 mm boyutunda 5 kiri\u015f
    <\/span><\/span><\/li>\n


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

  2. 400 mm x 400 mm boyutunda 4 kolon
    <\/span><\/span><\/li>\n


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

  3. 120 mm kal\u0131nl\u0131\u011f\u0131nda 2 d\u00f6\u015feme.
    <\/span><\/span><\/li>\n


    \n<\/span><\/ol>\n


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


    \n <\/span>\u00c7apraz kiri\u015f 1B5 i\u00e7in y\u00fckleme, kesme & moment diyagramlar\u0131 a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir:<\/span><\/span><\/div>\n
    \n \n<\/div>\n
    \n
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n Kiri\u015fin her iki ucu da ankastre birle\u015fim oldu\u011fundan (kolonlarla desteklendi\u011finden), her iki u\u00e7ta da yakla\u015f\u0131k simetrik negatif moment g\u00f6r\u00fclmesi beklenir. 
    <\/span><\/span>
    \n<\/span><\/div>\n


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

    1B3 kiri\u015finin moment diyagram\u0131, her iki ucunda da ayn\u0131 kolonlarla desteklenmesine ra\u011fmen 1B5’e k\u0131yasla belirgin \u015fekilde farkl\u0131d\u0131r.<\/span><\/div>\n

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


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

    1B3 kiri\u015fi i\u00e7in y\u00fckleme, kesme ve moment diyagram\u0131 a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir:<\/span><\/div>\n

    <\/span>\n<\/div>\n
    \n <\/span>
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n Desteklenen d\u00f6\u015femenin \u00fc\u00e7gen alan\u0131 nedeniyle y\u00fckler hafif\u00e7e kaym\u0131\u015ft\u0131r; ancak moment diyagram\u0131nda sol u\u00e7 mesnette pozitif moment, sa\u011f u\u00e7 mesnette negatif moment g\u00f6r\u00fclmektedir. Moment diyagram\u0131n\u0131n simetrik olmamas\u0131 nedeniyle bu sonu\u00e7 beklenmedik bir durumdur.   <\/span>
    <\/span><\/span>
    \n<\/span><\/div>\n


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


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


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


    \n <\/span>Bunun a\u00e7\u0131klamas\u0131, d\u00f6\u015feme boyunca uzanan \u00e7apraz kiri\u015fle ilgilidir. Yap\u0131, bina analizi sonu\u00e7 i\u015flemcisi > Analitik Model<\/a> b\u00f6l\u00fcm\u00fcnde de\u011ferlendirildi\u011finde, nihai y\u00fck durumuna ba\u011fl\u0131 moment de\u011ferlerini g\u00f6steren analitik tel kafes model a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibidir.<\/span><\/span><\/div>\n
    \n \n<\/div>\n
    \n
    \n \n<\/div>\n
    \n \n<\/div>\n
    \n Rijit b\u00f6lge (y\u00fczde 25 azalt\u0131lm\u0131\u015f) se\u00e7ene\u011fi a\u00e7\u0131k oldu\u011fundan, kiri\u015f-kolon birle\u015fiminin rijitli\u011fini sim\u00fcle etmek i\u00e7in analizde otomatik rijit ba\u011flar (koyu mavi \u00e7izgiler) olu\u015fturulmu\u015ftur. Momentler enterpole edilerek rijit b\u00f6lgenin sonunda, yakla\u015f\u0131k olarak kolon y\u00fcz\u00fc & kiri\u015f alt y\u00fczeyinde g\u00f6sterilir. <\/span><\/span>
    \n
    \n<\/span><\/div>\n


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


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

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

    \n Bu \u00f6rnekte rijit b\u00f6lgenin uygulanma amac\u0131, birle\u015fimin rijitli\u011fini belirginle\u015ftirerek bu 3B davran\u0131\u015f\u0131n daha iyi g\u00f6sterilmesini sa\u011flamakt\u0131r. 
    \n
    \n <\/span><\/div>\n


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


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


    \n Rijit b\u00f6lge hakk\u0131nda daha fazla bilgi i\u00e7in \u015fu makaleye bak\u0131n:<\/span> 
    \n Rijit B\u00f6lge Yorumlar\u0131<\/span><\/a>
    \n \n <\/div>\n

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

    \n \n<\/div>\n
    \n
    \n Sehimi daha iyi g\u00f6rselle\u015ftirmek i\u00e7in animasyonlu sehim a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir.<\/span>
    <\/span>\n <\/div>\n
    \n
    \n \n <\/div>\n
    \n \n <\/div>\n
    \n
    \n Yo\u011fun y\u00fckl\u00fc \u00e7apraz kiri\u015f, mesnetlendi\u011fi kolonlarda b\u00fcy\u00fck bir negatif moment olu\u015fturmakta ve birle\u015fim belirgin \u015fekilde d\u00f6nmektedir. Bu d\u00f6nme, \u00f6zellikle 90 dereceden daha dar a\u00e7\u0131yla (dik olmayan) ba\u011flanan di\u011fer kiri\u015fler \u00fczerinde bir etki olmadan ger\u00e7ekle\u015femez.<\/span><\/span>
    \n <\/span>
    <\/span>
    \n <\/span><\/div>\n


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


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


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


    \n <\/span>Bu durumda \u00e7apraz kiri\u015f, kolonda, yani 1B3 kiri\u015finin sol mesnedinde, birle\u015fimi saat y\u00f6n\u00fcnde d\u00f6nd\u00fcrmeye zorlamaktad\u0131r. Bu, 1B3’\u00fcn sol mesnedinde d\u0131\u015far\u0131dan uygulanan saat y\u00f6n\u00fcnde bir momentin bulundu\u011fu ve bunun i\u00e7 negatif momenti dengeleyip etkisiz h\u00e2le getirdi\u011fi anlam\u0131na gelir.<\/span><\/span>
    \n <\/span>
    <\/span>
    \n <\/span><\/div>\n


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


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


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


    \n <\/span>1B3’\u00fcn tasar\u0131m momentleri 3B analiz ba\u011flam\u0131nda do\u011frudur. Ayn\u0131 model ba\u015fka bir genel 3B analiz program\u0131nda (\u00f6rne\u011fin SAP) analiz edilse de sonu\u00e7 ayn\u0131 olacakt\u0131r. <\/span><\/span>
    \n \n <\/div>\n
    \n \n <\/div>\n
    \n
    \n
    \n <\/span><\/p>\n

    \n <\/span>Bu nitelikte say\u0131s\u0131z \u00f6rnek geli\u015ftirilebilir. \u00d6nemli olan nokta, bir elemandaki tasar\u0131m kuvvetleri yanl\u0131\u015f g\u00f6r\u00fcn\u00fcyorsa analizin hatal\u0131 oldu\u011funu varsayamayaca\u011f\u0131n\u0131zd\u0131r. Sehim, elemandaki i\u00e7 kuvvetlerin bir yans\u0131mas\u0131 oldu\u011fundan, sonu\u00e7lar\u0131 dikkatle incelemeniz ve \u00f6zellikle ortak birle\u015fime ba\u011fl\u0131 t\u00fcm elemanlar\u0131n sehim davran\u0131\u015f\u0131na bakman\u0131z gerekir.<\/span><\/span>
    \n \n <\/div>\n

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

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

    Bir kiri\u015fteki 3B etkiler, ba\u011fl\u0131 di\u011fer elemanlar\u0131n tasar\u0131m momentlerini beklenmedik \u015fekilde de\u011fi\u015ftirebilir. \u00d6rnek bir model \u00fczerinden bu davran\u0131\u015f incelenir.<\/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":[43,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1789","wiki","type-wiki","status-publish","hentry","category-frequently-asked-questions","category-technical-manuals"],"yoast_head":"\nElemanlar Aras\u0131 3B Etki: ProtaStructure Analiz Rehberi<\/title>\n<meta name=\"description\" content=\"Elemanlar aras\u0131 3B etki, ProtaStructure analizlerinde kiri\u015f tasar\u0131m momentlerini nas\u0131l etkiler? \u00d6rnek model ve a\u00e7\u0131klamalarla bu davran\u0131\u015f\u0131 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\/elemanlar-arasi-3b-etkiler\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Bir Eleman\u0131n Di\u011fer Eleman \u00dczerindeki 3B Etkileri\" \/>\n<meta property=\"og:description\" content=\"Elemanlar aras\u0131 3B etki, ProtaStructure analizlerinde kiri\u015f tasar\u0131m momentlerini nas\u0131l etkiler? 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