{"id":1573,"date":"2026-08-03T21:31:50","date_gmt":"2026-08-03T21:31:50","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kalip-tasarimi-protastructure-2022\/"},"modified":"2026-08-03T21:31:50","modified_gmt":"2026-08-03T21:31:50","slug":"kalip-tasarimi-protastructure-2022","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kalip-tasarimi-protastructure-2022\/","title":{"rendered":"ProtaStructure 2022 Kal\u0131p Tasar\u0131m\u0131"},"content":{"rendered":"
ProtaStructure’\u0131n en son s\u00fcr\u00fcm\u00fcndeki \u00f6nemli \u00f6zelliklerden biri kal\u0131p tasar\u0131m\u0131d\u0131r. <\/span><\/span><\/div>\n
<\/div>\n
\n
Tasar\u0131m k\u0131lavuzu ve uygulama kapsam\u0131 i\u00e7in bu makaleye bak\u0131n:<\/span>   Kal\u0131plar\u0131n ve Kal\u0131p \u0130skelelerinin Tasar\u0131m\u0131 (T\u00fcrkiye Y\u00f6netmeli\u011fi)<\/a><\/span><\/div>\n<\/div>\n
\n

Kal\u0131plar \u0130\u00e7in Ah\u015fap Malzeme<\/span>
<\/h3>\n
Ah\u015fap malzemeler, ProtaStructure’a tali kiri\u015f, ku\u015fak kiri\u015fi ve dayanak hesaplar\u0131nda kullan\u0131lmak \u00fczere eklenmi\u015ftir. Ah\u015fap malzemeler ve kesitler \u015fu an yaln\u0131zca kal\u0131p elemanlar\u0131yla s\u0131n\u0131rl\u0131d\u0131r. \u0130leride di\u011fer ta\u015f\u0131y\u0131c\u0131 elemanlar i\u00e7in de kullan\u0131ma a\u00e7\u0131lmas\u0131 planlanmaktad\u0131r. Ah\u015fap malzeme dayan\u0131mlar\u0131 EN 12369-1, EN-12369-2 ve EN-12369-3 standartlar\u0131yla uyumludur.<\/span><\/div>\n
<\/div>\n
Tali kiri\u015f, ku\u015fak kiri\u015fi ve dayanaklar i\u00e7in \u00e7elik kesitler de kullan\u0131labilir.<\/span><\/div>\n
<\/div>\n
<\/div>\n
\n

Kolon ve Perde Duvar Kal\u0131plar\u0131<\/span>
<\/h3>\n
Kolon, perde, kiri\u015f ve d\u00f6\u015femeler i\u00e7in kal\u0131p elemanlar\u0131 eklenebilir. Kal\u0131plar\u0131 tek tek elemanlara veya toplu olarak ekleyebilirsiniz. 
<\/span><\/div>\n
A\u015fa\u011f\u0131da bir perde duvar i\u00e7in tipik bir kal\u0131p g\u00f6sterilmektedir. \u0130\u015flem s\u0131ras\u0131 \u015fu \u015fekildedir:<\/span><\/span><\/div>\n
    \n
  1. Kontrplak kaplama, tali kiri\u015f, ku\u015fak kiri\u015fi, gergi \u00e7ubu\u011fu ve \u00e7apraz i\u00e7in kesit \u00f6zelliklerini tan\u0131mlay\u0131n.
    <\/span><\/li>\n
  2. Tali kiri\u015f ve ku\u015fak kiri\u015fleri i\u00e7in kenar paylar\u0131 gibi yerle\u015fim se\u00e7eneklerini girin.
    <\/span><\/li>\n
  3. Gergi \u00e7ubu\u011fu kapasitesini girin. Gergi \u00e7ubuklar\u0131, iskelenin kar\u015f\u0131l\u0131kl\u0131 y\u00fczeylerini bir arada tutmak i\u00e7in y\u00fczeyler aras\u0131na yerle\u015ftirilir. Gergi \u00e7ubu\u011fu say\u0131s\u0131, kapasite ve yanal beton bas\u0131nc\u0131na g\u00f6re hesaplan\u0131r.
    <\/span><\/li>\n
  4. Beton d\u00f6k\u00fcm\u00fc s\u0131cakl\u0131\u011f\u0131n\u0131 ve h\u0131z\u0131n\u0131 girin. Beton bas\u0131nc\u0131 otomatik olarak hesaplan\u0131r. Tali kiri\u015f ve ku\u015fak kiri\u015fi aral\u0131klar\u0131, yan ve alt y\u00fczeylerdeki beton bas\u0131nc\u0131na g\u00f6re hesaplan\u0131r.
    <\/span><\/li>\n
  5. R\u00fczgar y\u00fck\u00fc hesab\u0131 i\u00e7in parametreleri girin. \u00c7apraz elemanlar r\u00fczgar etkisine kar\u015f\u0131 tasarlan\u0131r.<\/span><\/li>\n<\/ol>\n<\/div>\n<\/div>\n
    <\/div>\n
    <\/div>\n
    \n
    \u00c7apraz parametrelerini tan\u0131mlay\u0131n:<\/span><\/div>\n
      \n
    1. \u00c7aprazlar\u0131n kurulaca\u011f\u0131 y\u00fczeyleri belirtin. Kal\u0131p y\u00fczeylerine istedi\u011finiz kadar \u00e7apraz ekleyebilir veya kald\u0131rabilirsiniz.
      <\/span><\/li>\n
    2. Ku\u015fak Kiri\u015fi Seviyesi:<\/span><\/b> \u00c7apraz ba\u011flant\u0131s\u0131 i\u00e7in ku\u015fak kiri\u015fi seviyesini belirtin. Bu parametre kullan\u0131larak alttan itibaren y\u00fckseklik hesaplan\u0131r.
      <\/span><\/li>\n
    3. L1: <\/span><\/b>Kal\u0131p y\u00fczeyinden \u00e7apraz\u0131n zemin ba\u011flant\u0131s\u0131na kadar olan yatay mesafedir.
      <\/span><\/li>\n
    4. A\u00e7\u0131: <\/span><\/b>\u00c7apraz\u0131n a\u00e7\u0131s\u0131d\u0131r. L1 ve A\u00e7\u0131 parametreleri birbirinin yerine kullan\u0131labilir. A\u00e7\u0131 i\u00e7in varsay\u0131lan de\u011fer 45 derecedir.
      <\/span><\/li>\n
    5. Yatay Adet:<\/span><\/b> Ku\u015fak kiri\u015fi \u00fczerindeki \u00e7apraz say\u0131s\u0131d\u0131r. Tek bir ku\u015fak kiri\u015fine istedi\u011finiz kadar \u00e7apraz ekleyebilirsiniz.
      <\/span><\/li>\n
    6. Yatay Aral\u0131k:<\/span><\/b> Bu de\u011fer yatay adetten otomatik olarak hesaplan\u0131r. \u00c7aprazlar y\u00fczey \u00fczerinde e\u015fit aral\u0131klarla yerle\u015ftirilir.
      <\/span><\/li>\n
    7. Eksenel Y\u00fck Kapasitesi: <\/span><\/b>Bu, bir \u00e7apraz\u0131n eksenel kapasitesinin yatay bile\u015fenidir. A\u00e7\u0131 ve \u00e7apraz\u0131n kapasitesi kullan\u0131larak otomatik olarak hesaplan\u0131r ve ku\u015fak kiri\u015fi \u00fczerindeki \u00e7apraz say\u0131s\u0131yla \u00e7arp\u0131l\u0131p yatay r\u00fczgar y\u00fck\u00fcyle kar\u015f\u0131la\u015ft\u0131r\u0131l\u0131r.
      <\/span><\/li>\n
    8. Toplam R\u00fczgar Y\u00fck\u00fc:<\/span><\/b> Kal\u0131p i\u00e7in hesaplanan toplam yatay r\u00fczgar y\u00fck\u00fcd\u00fcr.
      <\/span><\/li>\n
    9. \u00c7apraz Eksenel Y\u00fck Kapasitesi:<\/span><\/b> \u00c7apraz eleman\u0131n eksenel y\u00fck kapasitesidir. Bu de\u011ferin eksenel bas\u0131n\u00e7 kapasitesi ve burkulma dikkate al\u0131narak girilmesi gerekir. Genellikle bu de\u011fer, \u00e7apraz\u0131n kesitine ve boyuna ba\u011fl\u0131 olarak kataloglarda verilir.<\/span><\/li>\n<\/ol>\n<\/div>\n
      <\/div>\n
      <\/div>\n
      Diyalog penceresindeki parametreleri de\u011fi\u015ftirdik\u00e7e tasar\u0131m otomatik olarak yap\u0131l\u0131r ve pencerenin alt\u0131ndaki tabloda \u00f6zetlenir.<\/span>
      <\/span><\/div>\n

      <\/span><\/div>\n
      Tasar\u0131m \u00e7\u0131kt\u0131lar\u0131 <\/span>Tali Kiri\u015f Say\u0131s\u0131, Ku\u015fak Kiri\u015fi Say\u0131s\u0131, Ku\u015fak Kiri\u015fi Aral\u0131\u011f\u0131 ve Gergi \u00c7ubu\u011fu Say\u0131s\u0131d\u0131r.<\/span><\/b> Bu de\u011ferleri \u00f6zet tablodan d\u00fczenleyebilirsiniz; girilen de\u011ferler yetersizse tasar\u0131m durumu buna g\u00f6re g\u00fcncellenir.<\/span><\/div>\n
      <\/div>\n
      \n
      <\/p>\n
      \u00d6zet tablo, kal\u0131p y\u00fczeylerine g\u00f6re d\u00fczenlenir. Ta\u015f\u0131y\u0131c\u0131 sisteme ba\u011fl\u0131 olarak, bir y\u00fczeyi kal\u0131p gruplamas\u0131ndan \u00e7\u0131karmak i\u00e7in <\/span>“Kullan\u0131l\u0131yor”<\/span><\/b> parametresinin i\u015faretini kald\u0131rabilirsiniz. Bu se\u00e7enek, tasarlanan eleman i\u00e7in ba\u015fka bir eleman\u0131n do\u011fal s\u0131n\u0131r olu\u015fturdu\u011fu durumlarda faydal\u0131 olabilir.<\/span><\/div>\n

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

      <\/p>\n
      \n
      Kolon kal\u0131plar\u0131, perde duvar kal\u0131plar\u0131yla tamamen ayn\u0131d\u0131r. <\/span><\/div>\n<\/div>\n

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

      <\/div>\n
      \n

      D\u00f6\u015feme Kal\u0131plar\u0131<\/span>
      <\/h3>\n
      D\u00f6\u015feme kal\u0131plar\u0131, tasar\u0131mda yanal beton bas\u0131nc\u0131n\u0131n kullan\u0131lmamas\u0131 nedeniyle kolon ve perde duvar kal\u0131plar\u0131ndan farkl\u0131d\u0131r. Betonun toplam a\u011f\u0131rl\u0131\u011f\u0131 ve iskelenin yakla\u015f\u0131k \u00f6n a\u011f\u0131rl\u0131\u011f\u0131, <\/span>Tali Kiri\u015f Say\u0131s\u0131, Tali Kiri\u015f Aral\u0131\u011f\u0131, Ku\u015fak Kiri\u015fi Say\u0131s\u0131, Ku\u015fak Kiri\u015fi Aral\u0131\u011f\u0131, Dayanak Say\u0131s\u0131,<\/span><\/b> ve <\/span>Dayanak Aral\u0131\u011f\u0131<\/span><\/b> hesaplar\u0131nda kullan\u0131l\u0131r.<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      \n
      Bir d\u00f6\u015feme kal\u0131b\u0131n\u0131 tasarlamak i\u00e7in:<\/span>
      <\/span><\/div>\n
        \n
      1. Kontrplak kaplama, tali kiri\u015f, ku\u015fak kiri\u015fi, gergi \u00e7ubu\u011fu ve \u00e7apraz i\u00e7in kesit \u00f6zelliklerini tan\u0131mlay\u0131n.
        <\/span><\/li>\n
      2. Tali kiri\u015f ve ku\u015fak kiri\u015fleri i\u00e7in kenar paylar\u0131 gibi yerle\u015fim se\u00e7eneklerini girin.
        <\/span><\/li>\n
      3. Kal\u0131p \u00fczerindeki y\u00fck\u00fc hesaplamak i\u00e7in betonun (donat\u0131 dahil) birim a\u011f\u0131rl\u0131\u011f\u0131n\u0131 ve hen\u00fcz tasarlanmam\u0131\u015f iskelenin yakla\u015f\u0131k a\u011f\u0131rl\u0131\u011f\u0131n\u0131 belirtin.
        <\/span><\/li>\n
      4. Kal\u0131p \u00fczerindeki hareketli y\u00fck\u00fc girin; bu, i\u015f\u00e7ilerin, ekipmanlar\u0131n vb. a\u011f\u0131rl\u0131\u011f\u0131d\u0131r.<\/span>
        <\/li>\n
      5. Dayanak kapasitesini belirtin. Dayanak aral\u0131\u011f\u0131 ve say\u0131s\u0131, ku\u015fak kiri\u015flerinin e\u011filme dayan\u0131m\u0131na ve dayanaklar\u0131n eksenel kapasitesine g\u00f6re hesaplan\u0131r.<\/span>
        <\/span><\/li>\n
      6. Dayanaklar birden fazla katta yerinde b\u0131rak\u0131l\u0131yorsa, <\/span>‘Ard\u0131\u015f\u0131k Dayanak Say\u0131s\u0131 (n)’.<\/span><\/b> Bu durumda toplam y\u00fck artar ve daha fazla dayana\u011fa ihtiya\u00e7 duyabilirsiniz.<\/span><\/li>\n<\/ol>\n<\/div>\n

        Kiri\u015f Kal\u0131plar\u0131<\/span>
        <\/span><\/h3>\n
        \n
        Kiri\u015f kal\u0131plar\u0131, kolon\/perde ve d\u00f6\u015feme kal\u0131plar\u0131n\u0131n bir birle\u015fimidir. Yan tali kiri\u015fler ve ku\u015fak kiri\u015fleri kolonlardakine benzer \u015fekilde tasarlan\u0131rken, alt bile\u015fenler d\u00f6\u015femelerdekine benzer.<\/span><\/div>\n
        Alt tali kiri\u015fin y\u00f6n\u00fcn\u00fc kiri\u015f eksenine paralel veya dik olarak belirleyebilirsiniz.<\/span><\/div>\n
        <\/div>\n
        <\/div>\n
        <\/div>\n

        Toplu Kal\u0131p Tasar\u0131m\u0131<\/span><\/h3>\n
        Elemanlara ait t\u00fcm kal\u0131plar\u0131 toplu modda tasarlayabilirsiniz. Bunun i\u00e7in:<\/span><\/span><\/span><\/div>\n
          \n
        1. \u015eerit \u00fczerindeki<\/span> “Tasar\u0131m > Kal\u0131p Tasar\u0131m\u0131” <\/span><\/b>d\u00fc\u011fmesine t\u0131klay\u0131n. <\/span>“Kal\u0131p Toplu Tasar\u0131m\u0131” <\/span><\/b>penceresi a\u00e7\u0131l\u0131r.<\/span><\/span><\/span>
          <\/span><\/span><\/li>\n
        2. Bu pencerede listeyi kat, eleman tipi veya eleman etiketine g\u00f6re filtreleyip daraltabilirsiniz.<\/span>
          <\/span><\/span><\/li>\n
        3. Listedeki t\u00fcm kal\u0131plar\u0131 tasarlamak i\u00e7in <\/span>“T\u00fcm\u00fcn\u00fc Tasarla”<\/span><\/b> d\u00fc\u011fmesine t\u0131klay\u0131n. ProtaStructure, geometrilerini kontrol ederek kal\u0131plar\u0131 otomatik olarak grupland\u0131r\u0131r. Bu sayede t\u00fcm elemanlar i\u00e7in rapor sa\u011flaman\u0131za gerek kalmaz.<\/span>
          <\/span><\/span><\/li>\n
        4. Tasar\u0131m tamamland\u0131\u011f\u0131nda her elemana bir kal\u0131p tipi atan\u0131r.<\/span>
          <\/span><\/span><\/li>\n
        5. \u0130\u015flem tamamland\u0131\u011f\u0131nda ad\u0131m ad\u0131m detayl\u0131 bir rapor olu\u015fturabilirsiniz.<\/span><\/span><\/li>\n<\/ol>\n<\/div>\n<\/div>\n
          <\/div>\n
          <\/div>\n
          \n

          3B Kal\u0131p G\u00f6r\u00fcn\u00fcm\u00fc<\/span>
          <\/span><\/h3>\n
          Kal\u0131plar\u0131 kat baz\u0131nda fiziksel model \u00fczerinde g\u00f6rselle\u015ftirebilirsiniz. Yeni bir kal\u0131p g\u00f6r\u00fcn\u00fcm\u00fc a\u00e7mak i\u00e7in <\/span>\u201cG\u00f6r\u00fcn\u00fcm\u201d<\/span><\/b> \u015ferit sekmesinde yer alan <\/span>\u201c3B Kal\u0131p Modeli\u201d<\/span><\/b> d\u00fc\u011fmesine t\u0131klay\u0131n.<\/span><\/div>\n
          <\/div>\n<\/div>\n
          <\/div>\n","protected":false},"excerpt":{"rendered":"

          ProtaStructure 2022, kolon, perde duvar, kiri\u015f ve d\u00f6\u015femeler i\u00e7in ah\u015fap\/\u00e7elik kal\u0131p elemanlar\u0131n\u0131n tekli ve toplu tasar\u0131m\u0131n\u0131 destekler.<\/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":[63,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1573","wiki","type-wiki","status-publish","hentry","category-protastructure-design-guides","category-technical-manuals"],"yoast_head":"\nKal\u0131p Tasar\u0131m\u0131 Nas\u0131l Yap\u0131l\u0131r? | ProtaStructure 2022<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da kolon, perde duvar, kiri\u015f ve d\u00f6\u015femeler i\u00e7in kal\u0131p tasar\u0131m\u0131 ad\u0131mlar\u0131n\u0131, ah\u015fap ve \u00e7elik kal\u0131p elemanlar\u0131yla birlikte 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\/kalip-tasarimi-protastructure-2022\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"ProtaStructure 2022 Kal\u0131p Tasar\u0131m\u0131\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da kolon, perde duvar, kiri\u015f ve d\u00f6\u015femeler i\u00e7in kal\u0131p tasar\u0131m\u0131 ad\u0131mlar\u0131n\u0131, ah\u015fap ve \u00e7elik kal\u0131p elemanlar\u0131yla birlikte inceleyin.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/kalip-tasarimi-protastructure-2022\/\" \/>\n<meta property=\"og:site_name\" content=\"Protasoftware TR\" \/>\n<meta property=\"og:image\" content=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-0c9c767cac4b1938c442ceb4262932eb.png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Tahmini okuma s\u00fcresi\" \/>\n\t<meta name=\"twitter:data1\" content=\"6 dakika\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kalip-tasarimi-protastructure-2022\\\/\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/kalip-tasarimi-protastructure-2022\\\/\",\"name\":\"Kal\u0131p Tasar\u0131m\u0131 Nas\u0131l Yap\u0131l\u0131r? 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