{"id":1770,"date":"2026-08-03T21:33:58","date_gmt":"2026-08-03T21:33:58","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/rijit-bolge-yorumlari\/"},"modified":"2026-08-03T21:33:58","modified_gmt":"2026-08-03T21:33:58","slug":"rijit-bolge-yorumlari","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/rijit-bolge-yorumlari\/","title":{"rendered":"Rijit B\u00f6lge Yorumlar\u0131"},"content":{"rendered":"
Kesi\u015fim noktalar\u0131nda olu\u015fabilecek beton \u00e7atlaklar\u0131n\u0131 dikkate almak i\u00e7in rijit b\u00f6lgeler belirli bir oranda azalt\u0131larak daha ger\u00e7ek\u00e7i etkiler hesaplanabilir. ProtaStructure\u2019\u0131n eleman kesi\u015fimlerindeki rijit b\u00f6lge yorumu a\u015fa\u011f\u0131da \u00f6zetlenmi\u015ftir:<\/span><\/span><\/div>\n

Rijit B\u00f6lge Yok (%0) <\/span><\/span><\/span><\/h2>\n
Rijit b\u00f6lge yok se\u00e7ene\u011fi kullan\u0131ld\u0131\u011f\u0131nda t\u00fcm analiz programlar\u0131 sonu\u00e7lar\u0131 eleman u\u00e7lar\u0131ndaki d\u00fc\u011f\u00fcmlerde hesaplar ve bu sonu\u00e7lar\u0131 d\u00f6nd\u00fcr\u00fcr. Genellikle maksimum mesnet kuvvetleri elde edilir.<\/span><\/div>\n

Eleman\u0131n Etkin Uzunlu\u011fu, tam uzunlu\u011fa e\u015fit kabul edilir.<\/span><\/span><\/p>\n

Tam Rijit B\u00f6lge (%100) <\/b><\/span><\/span><\/span><\/span><\/span><\/h2>\n
Tam rijit b\u00f6lge se\u00e7ene\u011fi kullan\u0131ld\u0131\u011f\u0131nda t\u00fcm analiz programlar\u0131 sonu\u00e7lar\u0131 yine eleman u\u00e7lar\u0131ndaki d\u00fc\u011f\u00fcmlerde hesaplar; ancak d\u00f6nd\u00fcr\u00fclen kuvvet\/momentler rijit b\u00f6lge u\u00e7lar\u0131na (eleman y\u00fczlerine) d\u00f6n\u00fc\u015ft\u00fcr\u00fclm\u00fc\u015f de\u011ferlerdir.<\/span><\/div>\n

Eleman\u0131n Etkin Uzunlu\u011fu a\u015fa\u011f\u0131daki gibi kabul edilir ve eleman rijitli\u011fi bu uzunluk kullan\u0131larak hesaplan\u0131r:-<\/span><\/span><\/p>\n

Leff = L \u2013 (Rzi + RZj)<\/b><\/span><\/span> <\/b><\/span><\/p>\n

Azalt\u0131lm\u0131\u015f Rijit B\u00f6lge (%25 ve %50) <\/b><\/span><\/span><\/span><\/span><\/span><\/h2>\n
Tam rijit b\u00f6lge se\u00e7ene\u011fi kullan\u0131ld\u0131\u011f\u0131nda t\u00fcm analiz programlar\u0131 sonu\u00e7lar\u0131 yine eleman u\u00e7lar\u0131ndaki d\u00fc\u011f\u00fcmlerde hesaplar; ancak d\u00f6nd\u00fcr\u00fclen kuvvet\/momentler rijit b\u00f6lge u\u00e7lar\u0131na (eleman y\u00fczlerine) d\u00f6n\u00fc\u015ft\u00fcr\u00fclm\u00fc\u015f de\u011ferlerdir.<\/span><\/div>\n

Eleman\u0131n Etkin Uzunlu\u011fu a\u015fa\u011f\u0131daki gibi kabul edilir ve eleman rijitli\u011fi bu uzunluk kullan\u0131larak hesaplan\u0131r:-<\/span><\/span><\/p>\n

Leff = L \u2013 (RZ<\/span><\/span>i<\/span><\/span><\/span> + RZ<\/span><\/span>j<\/span><\/span><\/span>)x(1 \u2013 RZ<\/span><\/span>Red<\/span><\/span><\/span>)<\/span><\/span><\/p>\n

Burada RzRed, Rijit B\u00f6lge Azaltma Fakt\u00f6r\u00fcd\u00fcr (ProtaStructure 0.25 ve 0.5 de\u011ferlerini kullan\u0131r)<\/span><\/span><\/p>\n

Azaltma fakt\u00f6r\u00fc uygulansa da sonu\u00e7lar\u0131n yine eleman y\u00fcz\u00fcnde verildi\u011fi unutulmamal\u0131d\u0131r.<\/span><\/span><\/p>\n

Do\u011frulama \u00d6rne\u011fi<\/span><\/span><\/b><\/h2>\n
Hesaplamalar, 250×500 mm kesitli bir kiri\u015fin her iki ucunda 1000×250 kolon bulunan bir portal \u00e7er\u00e7eve modelinde test edilmi\u015ftir. T\u00fcm sonu\u00e7lar, genel ama\u00e7l\u0131 bir analiz program\u0131 olan SAP2000 ile kar\u015f\u0131la\u015ft\u0131r\u0131larak kontrol edilmi\u015ftir.<\/span><\/span><\/div>\n

A\u015fa\u011f\u0131daki \u015fekillerde g\u00f6r\u00fcld\u00fc\u011f\u00fc gibi rijit b\u00f6lge boyutuna ba\u011fl\u0131 olarak rijit b\u00f6lge kullan\u0131m\u0131 etkinle\u015ftirildi\u011finde sonu\u00e7lar genellikle daha ekonomik olur. Rijit b\u00f6lgelerin azalt\u0131lmas\u0131, rijit b\u00f6lge yok ve tam rijit b\u00f6lge durumlar\u0131 aras\u0131nda kalan kuvvet ve momentler vermeyebilir.<\/span><\/span>
<\/span><\/p>\n

ProtaStructure, bir\u00e7ok bilinen analiz program\u0131n\u0131n kulland\u0131\u011f\u0131 algoritmalar\u0131 kullan\u0131r. Bu \u00f6rnekte, azalt\u0131lm\u0131\u015f rijit b\u00f6lge durumlar\u0131na ait sonu\u00e7lar a\u015fa\u011f\u0131daki \u015fekillerde g\u00f6sterildi\u011fi gibi SAP2000 sonu\u00e7lar\u0131yla tam uyum g\u00f6sterir.<\/span><\/span><\/p>\n

<\/p>\n

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

 <\/span><\/p>\n

 <\/span> <\/span><\/p>\n

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

ProtaStructure’da rijit b\u00f6lge yok, tam rijit b\u00f6lge ve azalt\u0131lm\u0131\u015f rijit b\u00f6lge durumlar\u0131 i\u00e7in etkin uzunluk hesaplar\u0131 ve do\u011frulama \u00f6rne\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":[31,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1770","wiki","type-wiki","status-publish","hentry","category-building-analysis","category-technical-manuals"],"yoast_head":"\nRijit B\u00f6lge Yorumlar\u0131: ProtaStructure Analiz Y\u00f6ntemi<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da rijit b\u00f6lge yorumlar\u0131; eleman kesi\u015fimlerinde etkin uzunluk hesab\u0131n\u0131, azaltma fakt\u00f6rlerini ve do\u011frulama \u00f6rne\u011fini a\u00e7\u0131klar. \u0130nceleyin.\" \/>\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\/rijit-bolge-yorumlari\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Rijit B\u00f6lge Yorumlar\u0131\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da rijit b\u00f6lge yorumlar\u0131; 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