{"id":152,"date":"2026-10-03T11:57:24","date_gmt":"2026-10-03T10:57:24","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/konsol-kiris-noktasal-yuk\/"},"modified":"2026-10-03T11:57:24","modified_gmt":"2026-10-03T10:57:24","slug":"konsol-kiris-noktasal-yuk","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/konsol-kiris-noktasal-yuk\/","title":{"rendered":"Herhangi Bir Noktaya Y\u00fck Uygulanan Konsol Kiri\u015f Hesaplay\u0131c\u0131s\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\">Noktasal Y\u00fckl\u00fc Konsol Sehimi Analizi<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"152\" data-favorite-title=\"Herhangi Bir Noktaya Y\u00fck Uygulanan Konsol Kiri\u015f\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/konsol-kiris-noktasal-yuk\/\" data-favorite-excerpt=\"Konsol kiri\u015fin uzunlu\u011fu boyunca herhangi bir konuma uygulanan noktasal y\u00fck alt\u0131ndaki e\u011fimi ve sehimini hesaplay\u0131n. An\u0131nda sonu\u00e7 almak i\u00e7in y\u00fck\u00fc, kiri\u015f \u00f6zelliklerini, y\u00fck konumunu ve de\u011ferlendirme noktas\u0131n\u0131 girin.\" aria-label=\"Favorilere ekle\" data-favorite-icon=\"icon icon-civil\">\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\/muhendislik\/konsol-kiris-noktasal-yuk\/\" method=\"POST\" class=\"calculator\" id=\"calculator-152\" data-post=\"152\"><fieldset class=\"fieldset-input\"><legend class=\"sr-only\">Giri\u015f alanlar\u0131<\/legend><div class=\"field has-term\" id=\"input-1\"><label for=\"field-1\">Y\u00fck<\/label><div class=\"term\">P<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"yk\" id=\"field-1\" aria-describedby=\"calc-unit-1\" step=\"any\" value=\"500\"\/><div class=\"unit\" id=\"calc-unit-1\">lbs<\/div><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-2\">Elastisite Mod\u00fcl\u00fc<\/label><div class=\"term\">E<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"elastisite_modl\" id=\"field-2\" aria-describedby=\"calc-unit-2\" step=\"any\" value=\"29000000\"\/><div class=\"unit\" id=\"calc-unit-2\">psi<\/div><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-3\">Atalet Momenti<\/label><div class=\"term\">I<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"atalet_momenti\" id=\"field-3\" aria-describedby=\"calc-unit-3\" step=\"any\" value=\"150\"\/><div class=\"unit\" id=\"calc-unit-3\">in\u2074<\/div><\/div><div class=\"field has-term\" id=\"input-4\"><label for=\"field-4\">Kiri\u015f Uzunlu\u011fu<\/label><div class=\"term\">L<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"kiri_uzunluu\" id=\"field-4\" aria-describedby=\"calc-unit-4\" step=\"any\" value=\"120\"\/><div class=\"unit\" id=\"calc-unit-4\">in<\/div><\/div><div class=\"field has-term\" id=\"input-5\"><label for=\"field-5\">Y\u00fck Konumu<\/label><div class=\"term\">a<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"yk_konumu\" id=\"field-5\" aria-describedby=\"calc-unit-5\" step=\"any\" value=\"80\"\/><div class=\"unit\" id=\"calc-unit-5\">in<\/div><\/div><div class=\"field has-term\" id=\"input-6\"><label for=\"field-6\">Sehim Noktas\u0131<\/label><div class=\"term\">x<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"sehim_noktas\" id=\"field-6\" aria-describedby=\"calc-unit-6\" step=\"any\" value=\"90\"\/><div class=\"unit\" id=\"calc-unit-6\">in<\/div><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"152\">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> Sonu\u00e7lar\u0131n\u0131z<\/h3><div class=\"result-box\"><div class=\"field-result\" id=\"output-1\"><span class=\"field-title\"><span>Serbest U\u00e7taki E\u011fim<\/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\" id=\"output-2\"><span class=\"field-title\"><span>Sehim<\/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=\"152\" 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>Herhangi Bir Noktaya Y\u00fck Uygulanan Konsol Kiri\u015f Form\u00fcl\u00fc<\/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\\[\n\\theta_{free} = \\frac{P a^2}{2 E I}\n\\]\n\\[\n\\delta(x) =\n\\begin{cases}\n\\dfrac{P x^2 (3a - x)}{6 E I}, &amp; x \\leq a \\\\[6pt]\n\\dfrac{P a^2 (3x - a)}{6 E I}, &amp; x \\geq a\n\\end{cases}\n\\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(P\\) \u2014 uygulanan noktasal y\u00fck (lb)<\/li>\n<li>\\(E\\) \u2014 kiri\u015f malzemesinin elastisite mod\u00fcl\u00fc (psi)<\/li>\n<li>\\(I\\) \u2014 kesitin atalet momenti (in\u00e7\u2074)<\/li>\n<li>\\(L\\) \u2014 kiri\u015fin toplam uzunlu\u011fu (in\u00e7)<\/li>\n<li>\\(a\\) \u2014 ankastre mesnetten y\u00fcke olan uzakl\u0131k (in\u00e7)<\/li>\n<li>\\(x\\) \u2014 ankastre mesnetten sehimin de\u011ferlendirildi\u011fi noktaya olan uzakl\u0131k (in\u00e7)<\/li>\n<\/ul>\n<p>E\u011fim form\u00fcl\u00fc kiri\u015fin serbest ucundaki d\u00f6nme a\u00e7\u0131s\u0131n\u0131 verir. Sehim form\u00fcl\u00fc par\u00e7al\u0131d\u0131r: ilk ifade mesnet ile y\u00fck aras\u0131nda, ikincisi ise y\u00fckle serbest u\u00e7 aras\u0131nda ge\u00e7erlidir; bu b\u00f6lgede kiri\u015f d\u00fcz bir (rijit g\u00f6vde) do\u011fru boyunca e\u011filir.<\/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>Herhangi Bir Noktaya Y\u00fck Uygulanan Konsol Kiri\u015f \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> uzunlu\u011fu 120 in\u00e7 olan bir \u00e7elik konsol kiri\u015fte \\(E = 29{,}000{,}000\\) psi ve \\(I = 150\\) in\u00e7\u2074't\u00fcr. 500 lb'lik bir y\u00fck ankastre mesnetten 80 in\u00e7 uzakl\u0131kta etkmektedir. Serbest u\u00e7taki e\u011fimi ve mesnetten 90 in\u00e7 uzakl\u0131ktaki sehimi bulun.<\/p>\n<p>\\[ \\theta_{free} = \\frac{P a^2}{2 E I} = \\frac{500 \\times 80^2}{2 \\times 29{,}000{,}000 \\times 150} = \\frac{3{,}200{,}000}{8{,}700{,}000{,}000} = 0.000368 \\text{ rad} \\]<\/p>\n<p>Sehim noktas\u0131 \\(x = 90\\) in\u00e7, y\u00fck konumu \\(a = 80\\) in\u00e7'in \u00f6tesinde bulundu\u011fundan ikinci ifadeyi kullan\u0131n:<\/p>\n<p>\\[ \\delta = \\frac{P a^2 (3x - a)}{6 E I} = \\frac{500 \\times 80^2 \\times (3 \\times 90 - 80)}{6 \\times 29{,}000{,}000 \\times 150} = \\frac{608{,}000{,}000}{26{,}100{,}000{,}000} = 0.0233 \\text{ in} \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> serbest u\u00e7taki e\u011fim yakla\u015f\u0131k 0,000368 radyan (yakla\u015f\u0131k 0,021\u00b0) ve mesnetten 90 in\u00e7 uzakl\u0131ktaki sehim 0,0233 in\u00e7 a\u015fa\u011f\u0131 do\u011frudur.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 Nas\u0131l Kullan\u0131l\u0131r?<\/h2>\n<ol>\n<li><strong>Y\u00fck<\/strong> \\(P\\)'yi pound cinsinden girin \u2014 kiri\u015fe uygulanan noktasal kuvvet.<\/li>\n<li><strong>Elastisite Mod\u00fcl\u00fc<\/strong> \\(E\\)'yi psi cinsinden girin. \u00c7elik i\u00e7in bu de\u011fer genellikle 29.000.000 psi, al\u00fcminyum i\u00e7in yakla\u015f\u0131k 10.000.000 psi'dir.<\/li>\n<li><strong>Atalet Momenti<\/strong> \\(I\\)'y\u0131 kiri\u015f kesiti i\u00e7in in\u00e7\u2074 cinsinden girin (standart kiri\u015f tablolar\u0131ndan bulunabilir).<\/li>\n<li><strong>Kiri\u015f Uzunlu\u011fu<\/strong> \\(L\\)'yi in\u00e7 cinsinden girin; ankastre mesnetten serbest uca kadar \u00f6l\u00e7\u00fcl\u00fcr.<\/li>\n<li><strong>Y\u00fck Konumu<\/strong> \\(a\\)'y\u0131 in\u00e7 cinsinden girin \u2014 ankastre mesnetten y\u00fck\u00fcn uyguland\u0131\u011f\u0131 noktaya olan uzakl\u0131k. 0 ile \\(L\\) aras\u0131nda olmal\u0131d\u0131r.<\/li>\n<li><strong>Sehim Noktas\u0131<\/strong> \\(x\\)'i in\u00e7 cinsinden girin \u2014 sehimi g\u00f6rmek istedi\u011finiz noktan\u0131n ankastre mesnetten uzakl\u0131\u011f\u0131.<\/li>\n<li>Giri\u015flerin alt\u0131ndaki <strong>Serbest U\u00e7taki E\u011fimi<\/strong> (radyan cinsinden) ve <strong>Sehimi<\/strong> (in\u00e7 cinsinden) okuyun.<\/li>\n<\/ol>\n<h2>Herhangi Bir Noktaya Y\u00fck Uygulanan Konsol Kiri\u015f Nedir?<\/h2>\n<p>Konsol kiri\u015f, bir ucu rijit bi\u00e7imde sabitlenmi\u015f, di\u011fer ucu serbest olan kiri\u015ftir. Bir\u00e7ok pratik durumda y\u00fck serbest u\u00e7ta etkimez \u2014 \u00f6rne\u011fin bir braket \u00fczerinde a\u00e7\u0131kl\u0131\u011f\u0131n ortas\u0131na kadar uzanan bir boru veya hava kanal\u0131, bir direk kolunun orta a\u00e7\u0131kl\u0131\u011f\u0131na monte edilen tabela veya bir platform \u00e7\u0131k\u0131nt\u0131s\u0131na c\u0131vatalanan bir makine. Bu durumlarda y\u00fck, ankastre mesnetten \\(a\\) uzakl\u0131\u011f\u0131ndad\u0131r ve y\u00fck\u00fcn \u00f6tesindeki kiri\u015f b\u00f6l\u00fcm\u00fc e\u011filme momenti ta\u015f\u0131maz; yaln\u0131zca rijit bir g\u00f6vde gibi d\u00f6ner.<\/p>\n<p>Bu durum, sehimli \u015fekli u\u00e7tan y\u00fcklenen konsoldan farkl\u0131 k\u0131lar. Mesnet ile y\u00fck aras\u0131nda kiri\u015f, ilk form\u00fclle tan\u0131mlanan e\u011fimli elastik bir \u015fekil izler. Y\u00fck\u00fcn \u00f6tesinde kiri\u015f d\u00fcz kal\u0131r fakat e\u011fimlidir; bu b\u00f6lgedeki herhangi bir nokta ikinci form\u00fcle g\u00f6re sehim yapar. En b\u00fcy\u00fck sehim daima serbest u\u00e7ta olu\u015fur ve de\u011feri ikinci ifadeye \\(x = L\\) yaz\u0131larak bulunur: \\(\\delta_{max} = \\frac{P a^2 (3L - a)}{6EI}\\).<\/p>\n<p>Serbest u\u00e7taki e\u011fim yaln\u0131zca y\u00fck b\u00fcy\u00fckl\u00fc\u011f\u00fcne ve mesnetten uzakl\u0131\u011f\u0131na ba\u011fl\u0131d\u0131r; kiri\u015f boyunca sonradan nereden \u00f6l\u00e7\u00fcld\u00fc\u011f\u00fcne de\u011fil \u2014 y\u00fck\u00fcn \u00f6tesindeki b\u00f6l\u00fcm tek bi\u00e7imde d\u00f6ner. Radyan cinsinden k\u00fc\u00e7\u00fck bir e\u011fim, kiri\u015fin neredeyse yatay oldu\u011fu anlam\u0131na gelir; gerekirse dereceye \u00e7evirmek i\u00e7in \\(57.3\\) ile \u00e7arp\u0131n.<\/p>\n<p>Sonucun yorumlanmas\u0131 genellikle sehimi bir s\u0131n\u0131rla kar\u015f\u0131la\u015ft\u0131rmaktan ibarettir. Bir\u00e7ok tasar\u0131m y\u00f6netmeli\u011fi kiri\u015flerin hareketli y\u00fck sehimini \\(L\/360\\) veya \\(L\/240\\) ile s\u0131n\u0131rlar. Yukar\u0131daki \u00f6rnek kiri\u015f i\u00e7in \\(L\/360 = 120\/360 = 0.333\\) in\u00e7 oldu\u011fundan, 0,0233 in\u00e7lik sehim bu s\u0131n\u0131r\u0131n rahat\u00e7a i\u00e7indedir. Bir d\u00f6\u015femeyi veya platformu daha geni\u015f bi\u00e7imde incelerken <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/zemin-hareketli-yuk-kapasitesi\/\">En B\u00fcy\u00fck D\u00f6\u015feme Hareketli Y\u00fck Kapasitesi<\/a> hesaplay\u0131c\u0131s\u0131yla toplam y\u00fck kapasitesini de do\u011frulamak isteyebilirsiniz.<\/p>\n<h2>Varsay\u0131mlar ve S\u0131n\u0131rlamalar<\/h2>\n<ul>\n<li><strong>K\u00fc\u00e7\u00fck sehim teorisi:<\/strong> form\u00fcller, sehimlerin kiri\u015f uzunlu\u011funa g\u00f6re k\u00fc\u00e7\u00fck oldu\u011funu ve malzemenin do\u011frusal elastik kald\u0131\u011f\u0131n\u0131 (akma s\u0131n\u0131r\u0131n\u0131n alt\u0131nda) varsayar.<\/li>\n<li><strong>Rijit, tamamen ankastre mesnet:<\/strong> ankraj noktas\u0131ndaki herhangi bir d\u00f6nme veya esneklik, ger\u00e7ek sehimleri hesaplanan de\u011ferlerin \u00fczerine \u00e7\u0131kar\u0131r.<\/li>\n<li><strong>Yaln\u0131zca noktasal y\u00fck:<\/strong> kiri\u015fin kendi a\u011f\u0131rl\u0131\u011f\u0131 ve da\u011f\u0131l\u0131m\u0131\u015f y\u00fckler yok say\u0131l\u0131r. A\u011f\u0131r kesitler i\u00e7in \u00f6z a\u011f\u0131rl\u0131\u011f\u0131 ayr\u0131 bir kontrol olarak ekleyin.<\/li>\n<li><strong>Sabit kesit:<\/strong> \\(E\\) ve \\(I\\) t\u00fcm boyunca sabittir. Konik veya kademeli kiri\u015f daha ayr\u0131nt\u0131l\u0131 bir analiz gerektirir.<\/li>\n<li><strong>Birimler tutarl\u0131 olmal\u0131d\u0131r:<\/strong> bu hesaplay\u0131c\u0131 pound, psi, in\u00e7 ve in\u00e7\u2074 birimleriyle \u00e7al\u0131\u015f\u0131r. Verileriniz metrik birimlerdeyse \u00f6nce d\u00f6n\u00fc\u015ft\u00fcr\u00fcn veya \u00e7\u0131kt\u0131lar\u0131 ona g\u00f6re yorumlay\u0131n (giri\u015fler tutarl\u0131 oldu\u011fu s\u00fcrece form\u00fcllerin kendisi birimden ba\u011f\u0131ms\u0131zd\u0131r).<\/li>\n<li><strong>\u0130\u015faret kural\u0131:<\/strong> sehim sonucu bir b\u00fcy\u00fckl\u00fckt\u00fcr; a\u015fa\u011f\u0131 y\u00f6nl\u00fc y\u00fck alt\u0131nda a\u015fa\u011f\u0131 y\u00f6nl\u00fc sehim s\u00f6z konusudur.<\/li>\n<\/ul>\n<p>Tasar\u0131m\u0131n\u0131z bir konsol eleman yerine do\u011frudan bir d\u00f6\u015femeye uygulanan y\u00fckler i\u00e7eriyorsa <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-duvar-yuku\/\">Beton D\u00f6\u015feme En B\u00fcy\u00fck Duvar Y\u00fck\u00fc<\/a> hesaplay\u0131c\u0131s\u0131na bak\u0131n veya ta\u015f\u0131y\u0131c\u0131 yap\u0131 i\u00e7in gerekli miktarlar\u0131 <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-hacmi-hesaplama\/\">Beton Hacmi<\/a> arac\u0131yla kontrol edin.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Konsol kiri\u015fin uzunlu\u011fu boyunca herhangi bir konuma uygulanan noktasal y\u00fck alt\u0131ndaki e\u011fimi ve sehimini hesaplay\u0131n. An\u0131nda sonu\u00e7 almak i\u00e7in y\u00fck\u00fc, kiri\u015f \u00f6zelliklerini, y\u00fck konumunu ve de\u011ferlendirme noktas\u0131n\u0131 girin.<\/p>\n","protected":false},"author":3168,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[6],"tags":[29],"class_list":["post-152","post","type-post","status-publish","format-standard","hentry","category-muhendislik","tag-insaat-muhendisligi"],"acf":[],"_links":{"self":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/152","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=152"}],"version-history":[{"count":4,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/152\/revisions"}],"predecessor-version":[{"id":3035,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/152\/revisions\/3035"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=152"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=152"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=152"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}