{"id":149,"date":"2026-10-03T11:56:17","date_gmt":"2026-10-03T10:56:17","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/konsol-kiris-serbest-uc-yuku\/"},"modified":"2026-10-03T11:56:17","modified_gmt":"2026-10-03T10:56:17","slug":"konsol-kiris-serbest-uc-yuku","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/konsol-kiris-serbest-uc-yuku\/","title":{"rendered":"Konsol Kiri\u015f Serbest U\u00e7 Y\u00fck\u00fc 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\">Serbest U\u00e7 Y\u00fckl\u00fc Konsol Analizi<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"149\" data-favorite-title=\"Serbest U\u00e7 Y\u00fck\u00fc Ta\u015f\u0131yan Konsol Kiri\u015f\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/konsol-kiris-serbest-uc-yuku\/\" data-favorite-excerpt=\"Serbest ucuna tekil y\u00fck uygulanan konsol kiri\u015fin serbest u\u00e7taki e\u011fimini ve kiri\u015f boyunca herhangi bir noktadaki sehimini hesaplay\u0131n. Y\u00fck\u00fc, elastisite mod\u00fcl\u00fcn\u00fc, atalet momentini, kiri\u015f uzunlu\u011funu ve ilgilendi\u011finiz konumu 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-serbest-uc-yuku\/\" method=\"POST\" class=\"calculator\" id=\"calculator-149\" data-post=\"149\"><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\">Uygulanan 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=\"uygulanan_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\">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-5\" aria-describedby=\"calc-unit-5\" step=\"any\" value=\"100\"\/><div class=\"unit\" id=\"calc-unit-5\">in<\/div><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"149\">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 class=\"result-term\">\u03b8<\/span><\/span><span class=\"field-value\" id=\"result-1\" data-unit=\"rad\"><\/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 class=\"result-term\">\u03b4<\/span><\/span><span class=\"field-value\" id=\"result-2\" data-unit=\"in\"><\/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=\"149\" 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>Konsol Kiri\u015f Serbest U\u00e7 Y\u00fck\u00fc 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\\[ \\theta = \\frac{P \\, L^2}{2 E I} \\qquad \\delta_x = \\frac{P \\, x^2 (3L - x)}{6 E I} \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>De\u011fi\u015fkenler:<\/strong><\/p>\n<ul>\n<li>\\(P\\) \u2014 serbest uca uygulanan y\u00fck (lbs veya N)<\/li>\n<li>\\(L\\) \u2014 ankastre mesnetten serbest uca kadar kiri\u015f uzunlu\u011fu (in veya m)<\/li>\n<li>\\(E\\) \u2014 malzemenin elastisite mod\u00fcl\u00fc (psi veya Pa)<\/li>\n<li>\\(I\\) \u2014 kiri\u015f kesitinin atalet momenti (in\u2074 veya m\u2074)<\/li>\n<li>\\(x\\) \u2014 ankastre u\u00e7tan sehimin hesapland\u0131\u011f\u0131 noktaya olan mesafe<\/li>\n<li>\\(\\theta\\) \u2014 serbest u\u00e7taki e\u011fim (d\u00f6nme), radyan cinsinden<\/li>\n<li>\\(\\delta_x\\) \u2014 \\(x\\) konumundaki d\u00fc\u015fey sehim<\/li>\n<\/ul>\n<p>\u0130lk form\u00fcl kiri\u015fin u\u00e7taki d\u00f6n\u00fc\u015f\u00fcn\u00fc, ikincisi ise ankastre mesnetten herhangi bir \\(x\\) mesafesindeki sehimi verir. \u0130kinci form\u00fclde \\(x = L\\) al\u0131nd\u0131\u011f\u0131nda, bilinen maksimum u\u00e7 sehimi \\(\\delta_{max} = \\frac{P L^3}{3 E I}\\) elde edilir.<\/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>Konsol Kiri\u015f Serbest U\u00e7 Y\u00fck\u00fc \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> 120 in\u00e7 uzunlu\u011funda bir \u00e7elik konsol kiri\u015f, serbest ucunda 500 lb'l\u0131k bir y\u00fck ta\u015f\u0131maktad\u0131r. \u00c7eli\u011fin elastisite mod\u00fcl\u00fc 29.000.000 psi, kesitin atalet momenti ise 150 in\u2074't\u00fcr. Serbest u\u00e7taki e\u011fimi ve ankastre mesnetten 100 in mesafedeki sehimi bulun.<\/p>\n<p>\\[ \\theta = \\frac{P L^2}{2 E I} = \\frac{500 \\times 120^2}{2 \\times 29{,}000{,}000 \\times 150} = \\frac{7{,}200{,}000}{8{,}700{,}000{,}000} = 0.008276 \\text{ rad} \\]<\/p>\n<p>\\[ \\delta = \\frac{P x^2 (3L - x)}{6 E I} = \\frac{500 \\times 100^2 \\times (3 \\times 120 - 100)}{6 \\times 29{,}000{,}000 \\times 150} = \\frac{1{,}300{,}000{,}000}{26{,}100{,}000{,}000} = 0.0498 \\text{ in} \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> serbest u\u00e7taki e\u011fim 0,0083 rad (yakla\u015f\u0131k 0,47\u00b0), kiri\u015f duvardan 100 in mesafede 0,0498 in sehim yapmaktad\u0131r. U\u00e7 noktada (\\(x = L\\)) sehim 0,0662 in olan maksimum de\u011ferine ula\u015f\u0131r.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 Nas\u0131l Kullan\u0131l\u0131r<\/h2>\n<ol>\n<li><strong>Uygulanan Y\u00fck<\/strong> \\(P\\) de\u011ferini lb cinsinden girin \u2014 kiri\u015fin serbest ucunda etki eden kuvvet.<\/li>\n<li><strong>Elastisite Mod\u00fcl\u00fc<\/strong> \\(E\\) de\u011ferini psi cinsinden girin. \u00c7elik i\u00e7in yakla\u015f\u0131k 29.000.000 psi; al\u00fcminyum i\u00e7in yakla\u015f\u0131k 10.000.000 psi; ah\u015fap i\u00e7in t\u00fcre g\u00f6re kabaca 1.000.000\u20131.600.000 psi kullan\u0131n.<\/li>\n<li><strong>Atalet Momenti<\/strong> \\(I\\) de\u011ferini kiri\u015f kesiti i\u00e7in in\u2074 cinsinden girin. Dikd\u00f6rtgen kesit i\u00e7in \\(I = \\frac{b h^3}{12}\\); burada \\(h\\), e\u011filme y\u00f6n\u00fcndeki boyuttur.<\/li>\n<li><strong>Kiri\u015f Uzunlu\u011fu<\/strong> \\(L\\) de\u011ferini in\u00e7 cinsinden girin; ankastre mesnetten y\u00fck\u00fcn uyguland\u0131\u011f\u0131 noktaya kadar \u00f6l\u00e7\u00fcl\u00fcr.<\/li>\n<li><strong>Sehim Noktas\u0131<\/strong> \\(x\\) de\u011ferini in\u00e7 cinsinden girin \u2014 sehimini \u00f6\u011frenmek istedi\u011finiz noktan\u0131n ankastre u\u00e7tan uzakl\u0131\u011f\u0131. U\u00e7taki maksimum sehim i\u00e7in \\(x = L\\) kullan\u0131n.<\/li>\n<li><strong>Serbest U\u00e7taki E\u011fimi<\/strong> (radyan cinsinden) ve se\u00e7ti\u011finiz noktadaki <strong>Sehimi<\/strong> (in\u00e7 cinsinden) okuyun.<\/li>\n<\/ol>\n<h2>U\u00e7 Y\u00fck\u00fc Ta\u015f\u0131yan Konsol Kiri\u015f Nedir?<\/h2>\n<p>Konsol kiri\u015f, bir ucu \u2014 duvara, kolona veya temele g\u00f6m\u00fcl\u00fc \u2014 rijit bi\u00e7imde sabitlenmi\u015f, di\u011fer ucu tamamen serbest olan kiri\u015ftir. Serbest ucuna tek bir tekil y\u00fck \\(P\\) etki etti\u011finde kiri\u015f a\u015fa\u011f\u0131 do\u011fru e\u011filir; ankastre u\u00e7ta sehim ve e\u011fim s\u0131f\u0131rken en b\u00fcy\u00fck hareket u\u00e7ta ger\u00e7ekle\u015fir. Bu, yap\u0131 mekani\u011finin en temel durumlar\u0131ndan biridir ve pratikte her yerde kar\u015f\u0131m\u0131za \u00e7\u0131kar: balkon d\u00f6\u015femeleri, u\u00e7ak kanatlar\u0131, tramplenler, raf konsollar\u0131, tabela direkleri ve robot kollar\u0131 \u00f6z\u00fcnde konsol gibi davran\u0131r.<\/p>\n<p>Hesaplay\u0131c\u0131, bu y\u00fckleme durumu i\u00e7in standart Euler\u2013Bernoulli kiri\u015f teorisi \u00e7\u00f6z\u00fcm\u00fcne dayan\u0131r. Sehim yapm\u0131\u015f \u015fekil p\u00fcr\u00fczs\u00fcz bir k\u00fcbik e\u011fridir: duvarda hi\u00e7bir hareket olmaz, sehim serbest uca do\u011fru h\u0131zla artar. Sehim form\u00fcl\u00fcnde \\(x^2\\) ve \\(x^3\\) t\u00fcr\u00fc terimler bulundu\u011fundan, y\u00fck\u00fc veya uzunlu\u011fu iki kat\u0131na \u00e7\u0131karmak dramatik bir etki yarat\u0131r \u2014 sehim \\(P\\) ile do\u011frusal, uzunlukla ise <em>k\u00fcp\u00fc<\/em> oran\u0131nda \u00f6l\u00e7eklenir. Ayn\u0131 u\u00e7 y\u00fck\u00fc alt\u0131nda iki kat uzun bir kiri\u015f sekiz kat fazla sehim yapar.<\/p>\n<p><strong>E\u011fim<\/strong> sonucu, kiri\u015fin u\u00e7ta ne kadar d\u00f6nd\u00fc\u011f\u00fcn\u00fc radyan cinsinden s\u00f6yler. Rijit yap\u0131larda k\u00fc\u00e7\u00fck de\u011ferler normaldir; dereceye ihtiyac\u0131n\u0131z varsa radyan de\u011ferini \\(\\frac{180}{\\pi} \\approx 57.3\\) ile \u00e7arp\u0131n. <strong>Sehim<\/strong> sonucu, kiri\u015fin se\u00e7ti\u011finiz noktada ne kadar \u00e7\u00f6kt\u00fc\u011f\u00fcn\u00fc g\u00f6sterir. \u00c7o\u011fu tasar\u0131m y\u00f6netmeli\u011fi sehimi a\u00e7\u0131kl\u0131\u011f\u0131n bir kesriyle s\u0131n\u0131rlar \u2014 \u00f6rne\u011fin bina tasar\u0131m\u0131nda hareketli y\u00fck i\u00e7in \\(L\/240\\) veya \\(L\/360\\). Yukar\u0131daki \u00f6rnek kiri\u015f i\u00e7in \\(L\/240 = 0{,}5\\) in oldu\u011fundan, 0,066 in'lik u\u00e7 sehimi b\u00f6yle bir s\u0131n\u0131r\u0131 kolayca kar\u015f\u0131lar.<\/p>\n<h2>Varsay\u0131mlar ve S\u0131n\u0131rlamalar<\/h2>\n<ul>\n<li><strong>K\u00fc\u00e7\u00fck sehimler:<\/strong> form\u00fcller e\u011fimin k\u00fc\u00e7\u00fck oldu\u011funu (tipik olarak 0,1 rad'\u0131n \u00e7ok alt\u0131nda) ve y\u00fck\u00fcn d\u00fc\u015fey olarak uyguland\u0131\u011f\u0131n\u0131 varsayar. B\u00fcy\u00fck d\u00f6nme a\u00e7\u0131lar\u0131nda sonu\u00e7lar do\u011frulu\u011funu yitirir.<\/li>\n<li><strong>Do\u011frusal elastik malzeme:<\/strong> malzeme akma gerilmesinin alt\u0131nda kalmal\u0131 ve \\(E\\) kiri\u015f boyunca sabit olmal\u0131d\u0131r.<\/li>\n<li><strong>Sabit kesit:<\/strong> \\(I\\)'nin t\u00fcm uzunluk boyunca tekd\u00fcze oldu\u011fu varsay\u0131l\u0131r. Konik veya kademeli bir kiri\u015f daha ayr\u0131nt\u0131l\u0131 analiz gerektirir.<\/li>\n<li><strong>Rijit ankastre mesnet:<\/strong> duvar veya mesnet tamamen rijit varsay\u0131l\u0131r. Ger\u00e7ekte ba\u011flant\u0131 esnekli\u011fi ya da tabandaki d\u00f6nme, ger\u00e7ekle\u015fen sehimi art\u0131r\u0131r.<\/li>\n<li><strong>Y\u00fck yaln\u0131zca ucun kendisinde:<\/strong> y\u00fck yay\u0131l\u0131ysa, ara bir noktaya uygulan\u0131yorsa ya da di\u011fer y\u00fcklerle birle\u015fiyorsa s\u00fcperpozisyonu dikkatle kullan\u0131n veya farkl\u0131 bir y\u00fckleme durumunu ele al\u0131n. Kiri\u015fin \u00f6z a\u011f\u0131rl\u0131\u011f\u0131, e\u015fde\u011fer bir y\u00fck olarak eklemedik\u00e7e hesaba kat\u0131lmaz.<\/li>\n<li><strong>Yaln\u0131zca sehim:<\/strong> bu ara\u00e7 e\u011filme momenti veya kesme kuvveti hesaplamaz. U\u00e7 y\u00fck\u00fc i\u00e7in maksimum e\u011filme momenti ankastre u\u00e7ta \\(M = P L\\)'dir \u2014 bir tasar\u0131m\u0131 kesinle\u015ftirmeden \u00f6nce gerilmeleri her zaman ayr\u0131ca kontrol edin.<\/li>\n<\/ul>\n<p>Ger\u00e7ek elemanlar\u0131 boyutland\u0131r\u0131rken sehim yaln\u0131zca birka\u00e7 denetimden biridir. Y\u00fck ta\u015f\u0131ma kapasitesi s\u0131n\u0131rlar\u0131n\u0131 da do\u011frulamak isteyebilirsiniz; \u00f6rne\u011fin <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/zemin-hareketli-yuk-kapasitesi\/\">Maksimum Kat Hareketli Y\u00fck\u00fc Kapasitesi Hesaplay\u0131c\u0131s\u0131<\/a> ile, ya da <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-duvar-yuku\/\">Beton D\u00f6\u015feme Maksimum Duvar Y\u00fck\u00fc Hesaplay\u0131c\u0131s\u0131<\/a> ile mesnetli bir d\u00f6\u015femeyi kontrol edebilirsiniz. Konsolunuz bir \u00e7at\u0131 yap\u0131s\u0131n\u0131n par\u00e7as\u0131ysa, <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/makas-uzunlugu\/\">Mertek Uzunlu\u011fu Hesaplay\u0131c\u0131s\u0131<\/a> ta\u015f\u0131y\u0131c\u0131 elemanlar\u0131 yerle\u015ftirmenize yard\u0131mc\u0131 olabilir.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Serbest ucuna tekil y\u00fck uygulanan konsol kiri\u015fin serbest u\u00e7taki e\u011fimini ve kiri\u015f boyunca herhangi bir noktadaki sehimini hesaplay\u0131n. Y\u00fck\u00fc, elastisite mod\u00fcl\u00fcn\u00fc, atalet momentini, kiri\u015f uzunlu\u011funu ve ilgilendi\u011finiz konumu 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-149","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\/149","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=149"}],"version-history":[{"count":3,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/149\/revisions"}],"predecessor-version":[{"id":2177,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/149\/revisions\/2177"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=149"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=149"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=149"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}