{"id":1544,"date":"2026-08-03T21:31:31","date_gmt":"2026-08-03T21:31:31","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/muhendislik-araclari-hizli-tasarim-hesaplama\/"},"modified":"2026-08-03T21:31:31","modified_gmt":"2026-08-03T21:31:31","slug":"muhendislik-araclari-hizli-tasarim-hesaplama","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/muhendislik-araclari-hizli-tasarim-hesaplama\/","title":{"rendered":"H\u0131zl\u0131 M\u00fchendislik Tasar\u0131m Hesaplamalar\u0131 \u0130\u00e7in M\u00fchendislik Ara\u00e7lar\u0131"},"content":{"rendered":"

Genel<\/h1>\n
Kullan\u0131\u015fl\u0131 <\/span><\/span>M\u00fchendislik <\/span><\/span>Ara\u00e7lar\u0131<\/span><\/span><\/span><\/b> h\u0131zl\u0131 m\u00fchendislik tasar\u0131m\u0131 i\u00e7in kullan\u0131labilir.
\nBu ara\u00e7lar aras\u0131nda beton paspay\u0131, donat\u0131 ankraj ve bindirme
\nboylar\u0131n\u0131 hesaplayan bir hesaplay\u0131c\u0131; maksimum kesme, moment ve
\nsehim de\u011ferlerini hesaplayan basit kiri\u015f analiz arac\u0131; d\u00fczenli ak\u0131\u015f derinli\u011fi ve kademeli
\nde\u011fi\u015fen ak\u0131\u015f i\u00e7in hidrolik hesaplay\u0131c\u0131 yer al\u0131r.<\/span><\/span> <\/span><\/span><\/span><\/div>\n

Gezinme<\/h1>\n

<\/p>\n

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

    \n
  1. \n
    \u015euraya gidin:<\/span> <\/span><\/span>Tasar\u0131m K\u00fct\u00fcphanesi<\/span><\/span><\/b> (\u00fcst a\u00e7\u0131l\u0131r men\u00fc) \u2192 <\/span><\/span>M\u00fchendislik Ara\u00e7lar\u0131<\/span><\/span><\/b><\/i><\/div>\n<\/li>\n<\/ol>\n

    D\u00fczen<\/h1>\n
    \n
    <\/div>\n
    <\/div>\n

    <\/span><\/span><\/div>\n<\/div>\n
    Mod\u00fcllerin ve i\u015flevlerinin tam
    \nlistesi a\u015fa\u011f\u0131dad\u0131r:<\/span>
    <\/span><\/span><\/div>\n
    \n
      \n
    1. Paspay\u0131 ve Ankraj Hesaplay\u0131c\u0131 <\/span><\/span><\/b>
      <\/span><\/span><\/li>\n
        \n
      1. Beton
        \npaspay\u0131n\u0131, ankraj ve bindirme boylar\u0131n\u0131 hesaplar<\/span><\/span><\/i><\/li>\n
      2. Ayr\u0131nt\u0131lar i\u00e7in bu tasar\u0131m k\u0131lavuzuna bak\u0131n<\/i> : Donat\u0131 Ankraj ve Bindirme Boylar\u0131<\/b><\/span><\/a><\/li>\n<\/ol>\n
      3. Kanca Boyu Hesaplay\u0131c\u0131<\/span><\/span><\/b>
        <\/span><\/span><\/li>\n
          \n
        1. Donat\u0131
          \nb\u00fck\u00fcm\u00fc, uzatma ve toplam kanca boyunu hesaplar<\/span><\/span><\/i>
          <\/span><\/span><\/li>\n<\/ol>\n
        2.  <\/span><\/span><\/span>Donat\u0131 Alan\u0131 Hesaplay\u0131c\u0131<\/span><\/span><\/b>
          <\/span><\/span><\/li>\n
            \n
          1. Gerekli
            \n\u00e7elik alan\u0131na g\u00f6re metre ba\u015f\u0131na sa\u011flanan \u00e7elik alan\u0131n\u0131 hesaplar (\u00f6rn. 100mm
            \naral\u0131kla 10H16)<\/span><\/span><\/i>
            <\/span><\/span><\/li>\n<\/ol>\n
          2. Birim D\u00f6n\u00fc\u015ft\u00fcrme<\/span><\/span><\/b>
            <\/span><\/span><\/li>\n
              \n
            1. Yayg\u0131n
              \nm\u00fchendislik birimlerini d\u00f6n\u00fc\u015ft\u00fcr\u00fcr, \u00f6rn.  Pascal
              \n(Pa) \u2192
              \n\u0130n\u00e7 Kare Ba\u015f\u0131na Kilopound (ksi)<\/span><\/span><\/i>
              <\/span><\/span><\/li>\n<\/ol>\n
            2. Basit Kiri\u015f Analizi<\/span><\/span><\/b>
              <\/span><\/span><\/li>\n
                \n
              1. Basit,
                \nkonsol ve ankastre u\u00e7 gibi \u00e7e\u015fitli mesnet ko\u015fullar\u0131na sahip tek a\u00e7\u0131kl\u0131kl\u0131
                \nkiri\u015f i\u00e7in maksimum kesme, moment ve sehimi hesaplar<\/span><\/span><\/i>
                <\/span><\/span><\/li>\n<\/ol>\n
              2. D\u00fczenli Ak\u0131\u015f Derinli\u011fi (Hidrolik)<\/span><\/span><\/b>
                <\/span><\/span><\/li>\n
                  \n
                1. Dikd\u00f6rtgen,
                  \nyamuk veya dairesel kanallar i\u00e7in \u2018d\u00fczenli ak\u0131\u015f derinli\u011fi\u2019 ko\u015fulunda debi,
                  \nak\u0131\u015f derinli\u011fi, kanal geni\u015fli\u011fi veya kanal e\u011fimini \u00e7\u00f6zer<\/span><\/span><\/i>
                  <\/span><\/span><\/li>\n<\/ol>\n
                2. Kademeli De\u011fi\u015fken Ak\u0131\u015f (Hidrolik)<\/span><\/span><\/b>
                  <\/span><\/span><\/li>\n
                    \n
                  1. Dikd\u00f6rtgen,
                    \nyamuk veya dairesel kanallar i\u00e7in \u2018kademeli de\u011fi\u015fken ak\u0131\u015f\u2019 ko\u015fulunda debi,
                    \nak\u0131\u015f derinli\u011fi, kanal geni\u015fli\u011fi veya kanal e\u011fimini \u00e7\u00f6zer<\/span><\/span><\/i><\/li>\n<\/ol>\n<\/ol>\n<\/div>\n
                    <\/div>\n","protected":false},"excerpt":{"rendered":"

                    M\u00fchendislik Ara\u00e7lar\u0131 mod\u00fcl\u00fc; paspay\u0131, ankraj, kanca boyu, donat\u0131 alan\u0131, birim d\u00f6n\u00fc\u015ft\u00fcrme, kiri\u015f analizi ve hidrolik hesaplamalar\u0131n\u0131 tek ekrandan yapman\u0131z\u0131 sa\u011flar.<\/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":[59,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1544","wiki","type-wiki","status-publish","hentry","category-calculation-macros","category-technical-manuals"],"yoast_head":"\nM\u00fchendislik Ara\u00e7lar\u0131: H\u0131zl\u0131 M\u00fchendislik Hesaplamalar\u0131<\/title>\n<meta name=\"description\" content=\"M\u00fchendislik Ara\u00e7lar\u0131 ile paspay\u0131, ankraj, kanca boyu, kiri\u015f analizi ve hidrolik hesaplamalar\u0131n\u0131 h\u0131zl\u0131ca yap\u0131n; 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