{"id":1882,"date":"2026-08-03T21:35:14","date_gmt":"2026-08-03T21:35:14","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/petekli-kiris\/"},"modified":"2026-08-03T21:35:14","modified_gmt":"2026-08-03T21:35:14","slug":"petekli-kiris","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/petekli-kiris\/","title":{"rendered":"Petekli Kiri\u015f"},"content":{"rendered":"
\n

Petekli kiri\u015f, bir I profilinin g\u00f6vdesi boyunca belirli bir desende uzunlamas\u0131na kesilmesiyle olu\u015fturulur. Ama\u00e7, kiri\u015fi ay\u0131r\u0131p daha derin bir g\u00f6vdeyle yeniden birle\u015ftirmektir. Bu kiri\u015fler, g\u00f6vde kesitindeki bo\u015fluklar\u0131n \u015fekline g\u00f6re s\u0131n\u0131fland\u0131r\u0131l\u0131r; yayg\u0131n \u015fekiller aras\u0131nda alt\u0131gen, dairesel (h\u00fccresel olarak da bilinir), sekizgen ve elmas bulunur.<\/span><\/p>\n

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

Petekli kiri\u015fler, y\u00fckseklik s\u0131n\u0131rlamas\u0131 bulunan durumlarda avantaj sa\u011flar. Kiri\u015f g\u00f6vdesindeki bo\u015fluklar, tesisat borular\u0131n\u0131n kolayca ge\u00e7mesine imkan tan\u0131r. Bu avantajlar\u0131n baz\u0131 dezavantajlar\u0131 da vard\u0131r. G\u00f6vde bo\u015fluklar\u0131 ek g\u00f6\u00e7me mekanizmalar\u0131 olu\u015fturur ve Vierendeel, yatay kesme, d\u00fc\u015fey kesme ve g\u00f6vde par\u00e7as\u0131 kesme burkulmas\u0131 gibi kontrollerin yap\u0131lmas\u0131n\u0131 gerektirir. Sonlu eleman analizinde kullan\u0131lan kesit \u00f6zellikleri, geleneksel dolu g\u00f6vdeli kiri\u015flerden farkl\u0131d\u0131r.<\/div>\n<\/p>\n
<\/div>\n<\/div>\n
\n
<\/div>\n

Petekli Kiri\u015f Ekleme<\/span><\/span><\/a>
<\/h2>\n
\n

Petekli \u00e7elik kiri\u015f eklemek i\u00e7in:<\/span><\/p>\n

1. <\/span>\u00c7elik Kiri\u015f komutunu <\/span>Modelleme > \u00c7er\u00e7eve<\/b> \u015ferit sekmesinden se\u00e7in.<\/span><\/div>\n
<\/div>\n
<\/span><\/div>\n
<\/div>\n
2. Her zamanki gibi do\u011frusal<\/b> veya e\u011frisel<\/b> bir \u00e7er\u00e7eve eleman ekleyin.<\/span><\/div>\n
<\/div>\n
3. <\/span>\u00c7er\u00e7eve
\n\u00d6zellikleri<\/b> penceresinde Petekli<\/b> sekmesine ge\u00e7in.<\/span><\/div>\n

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

<\/div>\n
<\/div>\n
4. Alt\u0131gen<\/b> veya Dairesel<\/b> bo\u015fluk se\u00e7ebilirsiniz.<\/span><\/div>\n
\n
\"Notlar\"<\/p>\n
Y\u00f6netmelik tasar\u0131m form\u00fclasyonlar\u0131 dairesel (h\u00fccresel) ve alt\u0131gen bo\u015fluklar i\u00e7in verildi\u011finden, dikd\u00f6rtgen bo\u015fluklar desteklenmez.<\/div>\n

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

<\/div>\n<\/div>\n<\/div>\n
5. Bo\u015fluklar\u0131, Say\u0131 veya Net Aral\u0131k de\u011ferini belirterek yerle\u015ftirin. Ba\u015flang\u0131\u00e7
\nOfseti ve Biti\u015f Ofseti de\u011ferlerini de belirleyebilirsiniz.<\/div>\n
<\/div>\n
\n
<\/p>\n
6. G\u00f6vde bo\u015fluklar\u0131n\u0131n boyutlar\u0131n\u0131 Geni\u015flik<\/b>, Y\u00fckseklik<\/b> veya \u00c7ap<\/b> alanlar\u0131n\u0131 kullanarak belirtin.<\/div>\n

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

\"Uyar\u0131\"<\/p>\n
\u00d6nemli:<\/span><\/div>\n
Petekli \u00e7elik \u00e7er\u00e7eve eleman\u0131n\u0131 eklerken, son profil
\nderinli\u011fine sahip olacak bir s\u0131cak haddelenmi\u015f profil veya bile\u015fik profil se\u00e7in. <\/div>\n
Son profilin kesme ve kaynaklama sonras\u0131nda 460 mm
\nderinli\u011fe sahip olmas\u0131 gerekiyorsa, kesimden \u00f6nceki orijinal profil yerine \u00f6rne\u011fin W18x46 s\u0131cak haddelenmi\u015f
\nprofilini se\u00e7in.<\/div>\n

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

\n
<\/p>\n
<\/div>\n
7. Bo\u015fluklardan baz\u0131lar\u0131n\u0131 doldurmak isteyebilirsiniz; bu durumda doldurulacak
\nbo\u015fluklar\u0131n numaralar\u0131n\u0131 s\u0131ras\u0131yla belirtin. \u00d6rne\u011fin ikinci, \u00fc\u00e7\u00fcnc\u00fc ve be\u015finci
\nbo\u015flu\u011fu doldurmak istiyorsan\u0131z Kapal\u0131 Delikler<\/b> alan\u0131na 2, 3, 5<\/b> yazabilirsiniz. Bu ayar\u0131n
\nanaliz veya tasar\u0131m \u00fczerinde herhangi bir etkisi yoktur; yaln\u0131zca detayland\u0131rma
\namac\u0131yla kullan\u0131l\u0131r.<\/div>\n

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

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

Kompozit Olmayan Petekli Kiri\u015flerin Tasar\u0131m\u0131<\/span><\/span><\/a>
<\/h2>\n
G\u00f6vdede \u00f6nemli say\u0131da bo\u015fluk bulunmas\u0131 nedeniyle, petekli ve h\u00fccresel kiri\u015fler
\ndolu g\u00f6vdeli elemanlar veya bo\u015fluklu elemanlar gibi ele al\u0131namaz. Bu yap\u0131sal
\nelemanlar, basit bir analiz y\u00f6ntemine uygun olmayan, y\u00fcksek derecede hiperstatik
\nelemanlard\u0131r. Petekli veya h\u00fccresel kiri\u015flerin tasar\u0131m\u0131nda a\u015fa\u011f\u0131daki s\u0131n\u0131r
\ndurumlar\u0131n incelenmesi gerekir:<\/span><\/div>\n
    \n
  1. Kompaktl\u0131k ve yerel burkulma<\/span><\/li>\n
  2. Kiri\u015fin genel e\u011filme dayan\u0131m\u0131<\/span><\/li>\n
  3. T kesitlerin Vierendeel e\u011filmesi<\/span><\/li>\n
  4. G\u00f6vde par\u00e7as\u0131 burkulmas\u0131<\/span><\/li>\n
  5. Eksenel \u00e7ekme\/bas\u0131n\u00e7<\/span><\/li>\n
  6. Yatay kesme<\/span><\/li>\n
  7. D\u00fc\u015fey kesme<\/span><\/li>\n
  8. Yanal burulmal\u0131 burkulma<\/span><\/li>\n<\/ol>\n

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

    Petekli ve h\u00fccresel kiri\u015flerin tasar\u0131m\u0131ndaki ilk ad\u0131m, d\u0131\u015f y\u00fcklerin her bir
    \nbo\u015flukta ve g\u00f6vde par\u00e7as\u0131nda olu\u015fturdu\u011fu toplam e\u011filme momentini ve kesme
    \nkuvvetini hesaplamakt\u0131r. Bu kuvvetler global kuvvetler olarak adland\u0131r\u0131l\u0131r.
    \nGlobal kuvvetler, \u00fcst ve alt T kesitlerdeki, g\u00f6vde par\u00e7alar\u0131ndaki ve br\u00fct
    \nkesitteki yerel kuvvetlerin hesaplanmas\u0131nda kullan\u0131l\u0131r. Kiri\u015fin bile\u015fenleri
    \n(T kesitler ve g\u00f6vde par\u00e7alar\u0131), bu yerel kuvvetler alt\u0131nda g\u00f6\u00e7me durumu
    \na\u00e7\u0131s\u0131ndan incelenir.<\/span><\/p>\n<\/div>\n<\/div>\n

    \"Uyar\u0131\"<\/p>\n
    \n
    \u00d6nemli<\/div>\n
    ProtaStructure 2026, petekli kiri\u015f kontrollerini \u015fu y\u00f6netmeliklere g\u00f6re ger\u00e7ekle\u015ftirir: Eurocode 3<\/b>, AISC360<\/b>
    \nve T\u00fcrk \u00c7elik Tasar\u0131m Y\u00f6netmeli\u011fi.<\/b> <\/div>\n

    <\/span><\/div>\n
    ProtaStructure
    \n\u015fu anda yaln\u0131zca kompozit olmayan petekli kiri\u015fleri desteklemektedir. 
    <\/span><\/div>\n
    \n
    \n

    [Kaynak: AISC Design Guide 31 \u2013 Castellated and
    \nCellular Beam Design<\/i>]<\/span><\/p>\n<\/div>\n<\/div>\n<\/div>\n

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

    \n
    \n

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

    Kompozit olmayan petekli kiri\u015fleri i\u00e7eren bir modele ait analiz sonu\u00e7lar\u0131<\/i><\/span><\/font><\/div>\n
    <\/div>\n
    <\/div>\n
    <\/span><\/font><\/div>\n
    \n

    ProtaStructure’da Petekli \u00c7elik Kiri\u015f Tasar\u0131m\u0131 Aray\u00fcz\u00fc ve Detayl\u0131 Rapor<\/i><\/span><\/p>\n

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

    Detayland\u0131rma<\/span><\/span><\/a>
    <\/h2>\n
    G\u00f6vde bo\u015fluklar\u0131, detayland\u0131rma i\u00e7in otomatik olarak ProtaSteel’e aktar\u0131l\u0131r.
    \nBo\u015fluklar kesme nesnesi ile tan\u0131mland\u0131\u011f\u0131ndan, gerekti\u011finde kolayca de\u011fi\u015ftirilebilir.<\/span><\/div>\n
    <\/div>\n
    <\/div>\n

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


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

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

    \n

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


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

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

    Petekli kiri\u015flerin ProtaStructure’da eklenmesi, bo\u015fluk tan\u0131mlama, Eurocode 3\/AISC360 tasar\u0131m kontrolleri ve ProtaSteel’de detayland\u0131r\u0131lmas\u0131 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":[19,47],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1882","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-structural-modelling"],"yoast_head":"\nPetekli Kiri\u015f Modelleme ve Tasar\u0131m\u0131 | ProtaStructure<\/title>\n<meta name=\"description\" content=\"Petekli kiri\u015f bo\u015fluklar\u0131n\u0131 ProtaStructure'da tan\u0131mlay\u0131n, Eurocode 3 ve AISC360'a g\u00f6re tasar\u0131m kontrollerini yap\u0131n, detayland\u0131rma ad\u0131mlar\u0131n\u0131 inceleyin.\" \/>\n<meta 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