{"id":4002,"date":"2026-10-14T22:36:17","date_gmt":"2026-10-14T21:36:17","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/fizik\/kaldirma-kuvveti-hesaplayici\/"},"modified":"2026-10-14T22:36:17","modified_gmt":"2026-10-14T21:36:17","slug":"kaldirma-kuvveti-hesaplayici","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/fizik\/kaldirma-kuvveti-hesaplayici\/","title":{"rendered":"Kald\u0131rma kuvveti hesaplay\u0131c\u0131"},"content":{"rendered":"<section class=\"not-prose calculator-box\" aria-labelledby=\"calculator-title\"><div class=\"flex items-baseline sm:items-center justify-between gap-2 sm:gap-3\"><div class=\"flex flex-col sm:flex-row sm:items-center gap-2\"><span class=\"icon icon-calculator text-primary-700! text-base! dark:text-primary-300!\" aria-hidden=\"true\"><\/span><h2 id=\"calculator-title\" class=\"text-lg font-display font-bold\">H\u0131z ve kanat \u00f6zelliklerine g\u00f6re aerodinamik kald\u0131rma kuvvetini hesaplay\u0131n<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"4002\" data-favorite-title=\"Kald\u0131rma kuvveti\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/fizik\/kaldirma-kuvveti-hesaplayici\/\" data-favorite-excerpt=\"Ak\u0131\u015fkan yo\u011funlu\u011fu, ak\u0131\u015f h\u0131z\u0131, kald\u0131rma katsay\u0131s\u0131 ve kanat alan\u0131ndan aerodinamik kald\u0131rma kuvvetini hesaplay\u0131n. De\u011ferlerinizi girin, birimleri se\u00e7in ve kald\u0131rma kuvvetini newton, lbf ve kgf cinsinden an\u0131nda g\u00f6r\u00fcn.\" aria-label=\"Favorilere ekle\" data-favorite-icon=\"icon icon-physic\">\n    <span class=\"icon icon-shape-star-empty\" aria-hidden=\"true\"><\/span>\n  <\/button>\n  <div class=\"calcdash-favorite__tip\" aria-hidden=\"true\">\n   <span class=\"favorite-tooltip\" id=\"favorite-tooltip\"><\/span>\n  <\/div>\n  <span class=\"sr-only\" role=\"status\" id=\"favorite-status\"><\/span>\n<\/div><\/div><form action=\"https:\/\/wpcalc.com\/tr\/fizik\/kaldirma-kuvveti-hesaplayici\/\" method=\"POST\" class=\"calculator\" id=\"calculator-4002\" data-post=\"4002\"><fieldset class=\"fieldset-input is-1\"><legend class=\"sr-only\">Giri\u015f alanlar\u0131<\/legend><div class=\"field has-term\" id=\"input-1\"><label for=\"field-1\">Ak\u0131\u015fkan yo\u011funlu\u011fu (\u03c1)<\/label><div class=\"term\">\u03c1<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"akkan_younluu_\" id=\"field-1\" aria-describedby=\"calc-info-1\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"e.g. 1.225\" min=\"0\" value=\"1.225\"\/><div class=\"grid grid-cols-1\"><select id=\"field-2\" name=\"birim\" aria-label=\"Birim\"><option value=\"kgm3\" selected>kg\/m\u00b3<\/option><option value=\"slugft3\">slug\/ft\u00b3<\/option><option value=\"gl\">g\/L<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-1\">\u00c7evredeki ak\u0131\u015fkan\u0131n yo\u011funlu\u011fu. Deniz seviyesinde standart hava 1,225 kg\/m\u00b3&#039;t\u00fcr (0,002377 slug\/ft\u00b3); su ise yakla\u015f\u0131k 1000 kg\/m\u00b3&#039;t\u00fcr.<\/small><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-3\">Ak\u0131\u015f h\u0131z\u0131 (v)<\/label><div class=\"term\">v<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"ak_hz_v\" id=\"field-3\" aria-describedby=\"calc-info-3\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"e.g. 100\" min=\"0\" value=\"100\"\/><div class=\"grid grid-cols-1\"><select id=\"field-4\" name=\"birim\" aria-label=\"Birim\"><option value=\"ms\">m\/s<\/option><option value=\"kmh\" selected>km\/h<\/option><option value=\"mph\">mph<\/option><option value=\"fts\">ft\/s<\/option><option value=\"kn\">knot<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-3\">Kanad\u0131n ak\u0131\u015fkana g\u00f6re h\u0131z\u0131 (u\u00e7aklarda ger\u00e7ek hava h\u0131z\u0131).<\/small><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-5\">Kald\u0131rma katsay\u0131s\u0131 (C\u1d3f)<\/label><div class=\"term\">C\u1d3f<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"text\" name=\"kaldrma_katsays_c\" id=\"field-5\" aria-describedby=\"calc-info-5\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"e.g. 0.5\" min=\"0\" max=\"10\" value=\"0.5\"\/><small id=\"calc-info-5\">Kanat profili\/kanat verilerinden elde edilen boyutsuz katsay\u0131. Tipik seyir de\u011ferleri 0,2\u20130,8 aras\u0131ndad\u0131r; k\u00fc\u00e7\u00fck bir h\u00fccum a\u00e7\u0131s\u0131ndaki d\u00fcz plaka i\u00e7in kabaca 2\u03c0\u00b7\u03b1&#039;d\u0131r (\u03b1 radyan cinsinden).<\/small><\/div><div class=\"field has-term\" id=\"input-4\"><label for=\"field-6\">Referans alan (A)<\/label><div class=\"term\">A<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"referans_alan_a\" id=\"field-6\" aria-describedby=\"calc-info-6\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"e.g. 25\" min=\"0\" value=\"25\"\/><div class=\"grid grid-cols-1\"><select id=\"field-7\" name=\"birim\" aria-label=\"Birim\"><option value=\"m2\" selected>m\u00b2<\/option><option value=\"ft2\">ft\u00b2<\/option><option value=\"cm2\">cm\u00b2<\/option><option value=\"in2\">in\u00b2<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-6\">Kanad\u0131n planform alan\u0131 (veya kald\u0131rma sa\u011flayan g\u00f6vdenin izd\u00fc\u015f\u00fcm alan\u0131).<\/small><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"4002\">Hesapla<\/button><button type=\"reset\">S\u0131f\u0131rla<\/button><\/div><div class=\"field is-checkbox hidden!\" id=\"field-auto-calc\"><input type=\"checkbox\" id=\"auto-calc\"><label for=\"auto-calc\">Otomatik hesapla<\/label><small>Etkinle\u015ftirilirse, herhangi bir de\u011feri de\u011fi\u015ftirdi\u011finizde sonu\u00e7 otomatik olarak g\u00fcncellenir.<\/small><\/div><div class=\"fieldset-result is-hidden\" aria-labelledby=\"result-title\" aria-live=\"polite\" role=\"region\"> <h3 class=\"result-title bg-gradient-to-r from-primary-50 to-gray-50 dark:from-primary-900 dark:to-gray-800\" id=\"result-title\"><span class=\"icon icon-s-pulse\" aria-hidden=\"true\"><\/span> Kald\u0131rma kuvveti sonu\u00e7lar\u0131<\/h3><div class=\"result-box\"><div class=\"field-result is-column\" id=\"output-1\"><span class=\"field-title\"><span>Kald\u0131rma kuvveti (L)<\/span><span class=\"result-term\">L<\/span><\/span><span class=\"field-value\" id=\"result-1\"><\/span><button type=\"button\" class=\"copy-result\" data-tooltip=\"Sonucu kopyala\" aria-label=\"Sonucu kopyala\"><span class=\"copy-icon icon icon-document-copy\" aria-hidden=\"true\"><\/span><\/button><\/div><div class=\"field-result is-column\" id=\"output-2\"><span class=\"field-title\"><span>Dinamik bas\u0131n\u00e7 ve ara de\u011ferler<\/span><\/span><span class=\"field-value\" id=\"result-2\"><\/span><button type=\"button\" class=\"copy-result\" data-tooltip=\"Sonucu kopyala\" aria-label=\"Sonucu kopyala\"><span class=\"copy-icon icon icon-document-copy\" aria-hidden=\"true\"><\/span><\/button><\/div><\/div><div class=\"result-actions\"><button type=\"button\" class=\"copy-link\"><svg viewBox=\"0 0 20 20\" fill=\"currentColor\" aria-hidden=\"true\"><path d=\"M12.232 4.232a2.5 2.5 0 0 1 3.536 3.536l-1.225 1.224a.75.75 0 0 0 1.061 1.06l1.224-1.224a4 4 0 0 0-5.656-5.656l-3 3a4 4 0 0 0 .225 5.865.75.75 0 0 0 .977-1.138 2.5 2.5 0 0 1-.142-3.667l3-3Z\"\/><path d=\"M11.603 7.963a.75.75 0 0 0-.977 1.138 2.5 2.5 0 0 1 .142 3.667l-3 3a2.5 2.5 0 0 1-3.536-3.536l1.225-1.224a.75.75 0 0 0-1.061-1.06l-1.224 1.224a4 4 0 1 0 5.656 5.656l3-3a4 4 0 0 0-.225-5.865Z\"\/><\/svg><span class=\"copy-link__text\">Bu hesaplaman\u0131n ba\u011flant\u0131s\u0131n\u0131 kopyala<\/span><\/button><span class=\"sr-only\" role=\"status\" id=\"copy-link-status\"><\/span><\/div><\/div><a href=\"#respond\" class=\"hidden transition-opacity duration-300 opacity-0 w-50 text-sm justify-center items-center gap-2 px-4 py-2 rounded bg-gray-200 text-gray-700 hover:bg-gray-300\" id=\"leave-comment\"><span class=\"icon icon-comments\" aria-hidden=\"true\"><\/span>Yorum b\u0131rak<\/a><\/form><\/section><section id=\"calc-reactions\" class=\"not-prose hidden my-12 bg-gradient-to-r from-primary-50 to-gray-50 border border-indigo-100 rounded-xl px-6 py-4 shadow-sm\" data-post=\"4002\" aria-live=\"polite\" aria-labelledby=\"calc-reactions-title\"><p id=\"calc-reactions-title\" class=\"text-sm text-gray-500 text-center mb-2\">Bu sonu\u00e7 hakk\u0131nda ne d\u00fc\u015f\u00fcn\u00fcyorsunuz?<\/p><div role=\"group\" aria-labelledby=\"calc-reactions-title\" class=\"grid grid-cols-3 sm:flex sm:flex-row sm:justify-around gap-4 sm:items-center sm:flex-wrap\"><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"like\"><span class=\"reaction-count\" data-reaction-count=\"like\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\ude00 <\/span><span class=\"reaction-description font-medium\">Be\u011fendim <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"helpful\"><span class=\"reaction-count\" data-reaction-count=\"helpful\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\udca1 <\/span><span class=\"reaction-description font-medium\">Faydal\u0131 <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"confused\"><span class=\"reaction-count\" data-reaction-count=\"confused\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\ude15 <\/span><span class=\"reaction-description font-medium\">Kafam kar\u0131\u015ft\u0131 <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"disappointed\"><span class=\"reaction-count\" data-reaction-count=\"disappointed\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\ud83d\ude1e <\/span><span class=\"reaction-description font-medium\">Hayal k\u0131r\u0131kl\u0131\u011f\u0131 <\/span><\/button><button type=\"button\" aria-pressed=\"false\" class=\"reaction-btn flex flex-col items-center gap-1 text-sm text-gray-700 hover:text-primary-600 cursor-pointer transition-transform hover:scale-105\" data-reaction=\"inaccurate\"><span class=\"reaction-count\" data-reaction-count=\"inaccurate\">0<\/span><span class=\"reaction text-3xl\" aria-hidden=\"true\">\u274c <\/span><span class=\"reaction-description font-medium\">Hatal\u0131 <\/span><\/button><\/div><div id=\"reaction-message\" class=\"hidden mt-8 rounded-md border border-primary-100 bg-white\/50 backdrop-blur-sm px-4 py-2 text-sm text-center shadow-sm\"><\/div><\/section><div class=\"calcdash-ad not-prose calcdash-ad--calc_result calcdash-ad--in-article\"><ins class=\"adsbygoogle\" style=\"display:block\" data-ad-client=\"ca-pub-1721569815777345\" data-ad-slot=\"6317458308\" data-ad-layout=\"in-article\" data-ad-format=\"fluid\"><\/ins><script>(adsbygoogle = window.adsbygoogle || []).push({});<\/script><\/div>\n<style id=\"wpcoderpro-inline-1\">.formula-box {\r\n\tborder-bottom: none !important;\r\n}<\/style><section class=\"formula-box\" aria-labelledby=\"formula-title\">\r\n\t<div id=\"formula-title\" class=\"not-prose font-display mb-4\"><span class=\"icon icon-formula\" aria-hidden=\"true\"><\/span><h2>Kald\u0131rma kuvveti<\/h2><\/div>\r\n\t<figure class=\"not-prose formula\">\r\n\t\t<figcaption class=\"formula-title\">Form\u00fcl<\/figcaption>\r\n\t\t<div class=\"text-base text-gray-800\" id=\"formula\">\n\\[ L = \\tfrac{1}{2}\\, \\rho\\, v^{2}\\, C_L\\, A = q\\, C_L\\, A, \\quad q = \\tfrac{1}{2}\\, \\rho\\, v^{2} \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Buradaki g\u00f6sterimler:<\/strong><\/p>\n<ul>\n<li>\\(L\\) \u2014 kald\u0131rma kuvveti (N)<\/li>\n<li>\\(\\rho\\) \u2014 ak\u0131\u015fkan yo\u011funlu\u011fu (kg\/m\u00b3)<\/li>\n<li>\\(v\\) \u2014 ak\u0131\u015f h\u0131z\u0131, yani kanad\u0131n ak\u0131\u015fkana g\u00f6re h\u0131z\u0131 (m\/s)<\/li>\n<li>\\(C_L\\) \u2014 kald\u0131rma katsay\u0131s\u0131 (boyutsuz)<\/li>\n<li>\\(A\\) \u2014 referans alan\u0131, genellikle kanad\u0131n planform (ku\u015f bak\u0131\u015f\u0131) alan\u0131 (m\u00b2)<\/li>\n<li>\\(q\\) \u2014 dinamik bas\u0131n\u00e7 (Pa)<\/li>\n<\/ul>\n<p>Denklem, kald\u0131rma kuvvetinin; ak\u0131\u015f\u0131n dinamik bas\u0131nc\u0131n\u0131n, referans alan\u0131n\u0131n ve kanat profiliyle h\u00fccum a\u00e7\u0131s\u0131n\u0131 tek ba\u015f\u0131na \u00f6zetleyen boyutsuz bir katsay\u0131n\u0131n \u00e7arp\u0131m\u0131na e\u015fit oldu\u011funu s\u00f6yler. H\u0131z karesiyle girdi\u011fi i\u00e7in h\u0131z iki kat\u0131na \u00e7\u0131karsa kald\u0131rma kuvveti d\u00f6rt kat\u0131na \u00e7\u0131kar.<\/p>\n<p>\r\n<\/section>\n<style id=\"wpcoderpro-inline-2\">.calculation-box {\r\n\tborder-bottom: none !important;\r\n}<\/style><section id=\"calculation\" class=\"calculation-box\" aria-labelledby=\"calculation-title\">\r\n\t<div id=\"calculation-title\" class=\"not-prose font-display\"><span class=\"icon icon-unordered-list\" aria-hidden=\"true\"><\/span><h2>Kald\u0131rma kuvveti \u2013 hesaplama \u00f6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> hafif bir u\u00e7ak, deniz seviyesindeki standart atmosferde 100 km\/h h\u0131zla u\u00e7uyor; kanat alan\u0131 25 m\u00b2, kald\u0131rma katsay\u0131s\u0131 0,5.<\/p>\n<p>\\[ v = \\frac{100}{3.6} = 27.78\\ \\text{m\/s} \\]<\/p>\n<p>\\[ q = \\tfrac{1}{2} \\cdot 1.225 \\cdot 27.78^{2} = 472.6\\ \\text{Pa} \\]<\/p>\n<p>\\[ L = 472.6 \\cdot 0.5 \\cdot 25 = 5908\\ \\text{N} \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> kanat yakla\u015f\u0131k 5908 N (5,91 kN, \u2248 1328 lbf, \u2248 602 kgf) kald\u0131rma kuvveti \u00fcretiyor \u2014 D\u00fcnya'n\u0131n yer\u00e7ekiminde kabaca 602 kg'\u0131 havada tutmaya yeter.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 nas\u0131l kullan\u0131l\u0131r?<\/h2>\n<ol>\n<li>\u0130\u00e7inde bulunulan ortam\u0131n <strong>ak\u0131\u015fkan yo\u011funlu\u011funu (\u03c1)<\/strong> girin. Deniz seviyesinde standart hava 1,225 kg\/m\u00b3't\u00fcr; birim olarak kg\/m\u00b3, slug\/ft\u00b3 veya g\/L se\u00e7ebilirsiniz.<\/li>\n<li><strong>Ak\u0131\u015f h\u0131z\u0131n\u0131 (v)<\/strong> \u2014 kanad\u0131n ak\u0131\u015fkan i\u00e7indeki h\u0131z\u0131n\u0131 \u2014 girin ve m\/s, km\/h, mph, ft\/s ya da knot birimlerinden birini se\u00e7in.<\/li>\n<li>Kanat profili veya kanat verilerinden <strong>kald\u0131rma katsay\u0131s\u0131n\u0131 (C\u1d3f)<\/strong> girin. Seyir u\u00e7u\u015funda tipik de\u011ferler 0,2\u20130,8 aral\u0131\u011f\u0131ndad\u0131r.<\/li>\n<li><strong>Referans alan\u0131n\u0131 (A)<\/strong>, yani kanat planform alan\u0131n\u0131 m\u00b2, ft\u00b2, cm\u00b2 veya in\u00b2 cinsinden girin.<\/li>\n<li>Sonu\u00e7lar\u0131 okuyun: newton, kilonewton, pound-kuvvet (lbf) ve kilogram-kuvvet (kgf) cinsinden kald\u0131rma kuvveti, ayr\u0131ca dinamik bas\u0131n\u00e7 ve t\u00fcm ara de\u011ferler SI birimlerine \u00e7evrilmi\u015f olarak verilir.<\/li>\n<\/ol>\n<h2>Kald\u0131rma kuvveti nedir?<\/h2>\n<p>Kald\u0131rma kuvveti, hareket eden bir ak\u0131\u015fkan\u0131n bir cisme uygulad\u0131\u011f\u0131 ve gelen ak\u0131\u015fa dik y\u00f6nl\u00fc kuvvettir. U\u00e7ak kanad\u0131nda, kavisli \u00fcst y\u00fczeyin \u00fczerinden ge\u00e7en hava, alttaki havadan daha h\u0131zl\u0131 akar ve bir bas\u0131n\u00e7 fark\u0131 olu\u015fturur; ortaya \u00e7\u0131kan net yukar\u0131 iti\u015f, kald\u0131rma kuvvetidir. U\u00e7aklar\u0131, plan\u00f6rleri ve helikopterleri havada tutan bu kuvvettir; yelkenli teknelerin yelkenlerine, yar\u0131\u015f arabalar\u0131n\u0131n kanatlar\u0131na (arabay\u0131 yere bast\u0131rmak i\u00e7in ters tak\u0131lm\u0131\u015f) ve r\u00fczgar t\u00fcrbininin kanatlar\u0131na da etki eder.<\/p>\n<p>Standart kald\u0131rma kuvveti denklemi fizi\u011fi \u00fc\u00e7 \u00e7arpana indirger. Dinamik bas\u0131n\u00e7 \\(q = \\tfrac{1}{2}\\rho v^2\\), ak\u0131\u015f\u0131n birim alan ba\u015f\u0131na ne kadar momentum ta\u015f\u0131d\u0131\u011f\u0131n\u0131 \u00f6l\u00e7er \u2014 h\u0131z\u0131n karesiyle b\u00fcy\u00fcd\u00fc\u011f\u00fc i\u00e7in kalk\u0131\u015f h\u0131z\u0131 bu kadar \u00f6nemlidir. Referans alan\u0131 \\(A\\), kuvveti kanad\u0131n b\u00fcy\u00fckl\u00fc\u011f\u00fcyle \u00f6l\u00e7ekler. Kald\u0131rma katsay\u0131s\u0131 \\(C_L\\) ise bi\u00e7im ve y\u00f6nelimle ilgili her \u015feyi \u00f6zetler: kanat profili, h\u00fccum a\u00e7\u0131s\u0131 ve ak\u0131\u015f ko\u015fullar\u0131. H\u00fccum a\u00e7\u0131s\u0131 art\u0131r\u0131ld\u0131k\u00e7a \\(C_L\\) y\u00fckselir; kanat perd\u00f6vitese girene kadar. Perd\u00f6vites sonras\u0131 katsay\u0131 h\u0131zla d\u00fc\u015fer.<\/p>\n<p>Sonucu yorumlamak i\u00e7in kald\u0131rma kuvvetini, yenmesi gereken a\u011f\u0131rl\u0131kla kar\u015f\u0131la\u015ft\u0131r\u0131n. Yukar\u0131daki \u00f6rnekte 5,9 kN'luk kald\u0131rma kuvveti yakla\u015f\u0131k 602 kg'\u0131 ta\u015f\u0131r; ayn\u0131 ko\u015fullarda 600 kg'l\u0131k bir u\u00e7ak d\u00fcz u\u00e7u\u015f yapard\u0131. Kald\u0131rma kuvveti a\u011f\u0131rl\u0131\u011f\u0131 a\u015farsa u\u00e7ak t\u0131rman\u0131r, d\u00fc\u015f\u00fckse al\u00e7al\u0131r. Hesaplay\u0131c\u0131 dinamik bas\u0131nc\u0131 da verdi\u011fi i\u00e7in kuvvetin ne kadar\u0131n\u0131n tek ba\u015f\u0131na h\u0131zdan, ne kadar\u0131n\u0131n kanat b\u00fcy\u00fckl\u00fc\u011f\u00fc ve katsay\u0131dan geldi\u011fini do\u011frudan g\u00f6rebilirsiniz.<\/p>\n<h2>Varsay\u0131mlar, s\u0131n\u0131rlamalar ve ipu\u00e7lar\u0131<\/h2>\n<ul>\n<li><strong>S\u0131k\u0131\u015ft\u0131r\u0131lamaz ak\u0131\u015f:<\/strong> form\u00fcl, hava yo\u011funlu\u011funun kanad\u0131n \u00e7evresinde akarken de\u011fi\u015fmedi\u011fini varsayar. Bu varsay\u0131m yakla\u015f\u0131k Mach 0,3'e kadar (deniz seviyesinde kabaca 100 m\/s) g\u00fcvenilirdir. Daha y\u00fcksek h\u0131zlarda s\u0131k\u0131\u015ft\u0131r\u0131labilirlik etkili dinamik bas\u0131nc\u0131 art\u0131r\u0131r ve basit sonu\u00e7 d\u00fc\u015f\u00fck kal\u0131r.<\/li>\n<li><strong>Durgun, d\u00fcz ak\u0131\u015f:<\/strong> r\u00fczgar darbeleri, manevralar ve ani pitch de\u011fi\u015fimleri gibi durgun olmayan etkiler hesaba kat\u0131lmaz.<\/li>\n<li><strong>Kald\u0131rma katsay\u0131s\u0131 s\u0131n\u0131rlar\u0131:<\/strong> y\u00fcksek kald\u0131rma eleman\u0131 bulunmayan sade bir kanat kesiti, perd\u00f6vitese girmeden \\(C_L \\approx 1.5\\) de\u011ferini nadiren a\u015far. Girdi\u011finiz de\u011fer daha y\u00fcksekse hesaplay\u0131c\u0131 sizi uyar\u0131r \u2014 bu durumda flap, slat veya yer etkisi varsay\u0131l\u0131r.<\/li>\n<li><strong>Yo\u011funluk irtifayla de\u011fi\u015fir:<\/strong> hava yo\u011funlu\u011fu y\u00fckseldik\u00e7e azal\u0131r (deniz seviyesinde 1,225 kg\/m\u00b3, 3 km'de yakla\u015f\u0131k 0,9 kg\/m\u00b3). Ger\u00e7ek irtifan\u0131zdaki yo\u011funlu\u011fu kullan\u0131n; yo\u011funlu\u011fu ba\u015fka b\u00fcy\u00fckl\u00fcklerden hesaplaman\u0131z gerekiyorsa <a href=\"https:\/\/wpcalc.com\/tr\/fizik\/yogunluk-hesaplama\/\">Yo\u011funluk hesaplay\u0131c\u0131s\u0131<\/a> yard\u0131mc\u0131 olabilir.<\/li>\n<li><strong>Suda da \u00e7al\u0131\u015f\u0131r:<\/strong> hidrofiller ve tekne d\u00fcmenleri ayn\u0131 denklemi izler \u2014 su yo\u011funlu\u011funu (yakla\u015f\u0131k 1000 kg\/m\u00b3) ve su alt\u0131ndaki ak\u0131\u015f h\u0131z\u0131n\u0131 girmeniz yeterlidir.<\/li>\n<li><strong>Referans alan\u0131 tutarl\u0131l\u0131\u011f\u0131:<\/strong> her zaman, \\(C_L\\) verinizin dayand\u0131\u011f\u0131 alan tan\u0131m\u0131n\u0131 kullan\u0131n (u\u00e7aklarda genellikle kanat planform alan\u0131).<\/li>\n<\/ul>\n<p>Dinamik bas\u0131n\u00e7 bu hesab\u0131n merkezinde oldu\u011fundan ilgili birim \u00e7evrimleri i\u00e7in <a href=\"https:\/\/wpcalc.com\/tr\/fizik\/basinc-hesaplama\/\">Bas\u0131n\u00e7 hesaplay\u0131c\u0131s\u0131<\/a> kullan\u0131\u015fl\u0131d\u0131r; s\u00fcr\u00fckleme i\u015fin i\u00e7ine girdi\u011finde ise <a href=\"https:\/\/wpcalc.com\/tr\/fizik\/son-hiz-hesaplayici\/\">Son h\u0131z hesaplay\u0131c\u0131s\u0131<\/a>, sabit al\u00e7al\u0131\u015fta kald\u0131rma ve s\u00fcr\u00fckleme kuvvetlerinin nas\u0131l dengelendi\u011fini g\u00f6sterir.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Ak\u0131\u015fkan yo\u011funlu\u011fu, ak\u0131\u015f h\u0131z\u0131, kald\u0131rma katsay\u0131s\u0131 ve kanat alan\u0131ndan aerodinamik kald\u0131rma kuvvetini hesaplay\u0131n. De\u011ferlerinizi girin, birimleri se\u00e7in ve kald\u0131rma kuvvetini newton, lbf ve kgf cinsinden an\u0131nda g\u00f6r\u00fcn.<\/p>\n","protected":false},"author":3168,"featured_media":0,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[10],"tags":[55],"class_list":["post-4002","post","type-post","status-publish","format-standard","hentry","category-fizik","tag-mekanik"],"acf":[],"_links":{"self":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/4002","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/users\/3168"}],"replies":[{"embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/comments?post=4002"}],"version-history":[{"count":0,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/4002\/revisions"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=4002"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=4002"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=4002"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}