{"id":799,"date":"2026-10-03T15:36:34","date_gmt":"2026-10-03T14:36:34","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/konsol-kiris-duzgun-yayili-yuk\/"},"modified":"2026-10-03T15:36:34","modified_gmt":"2026-10-03T14:36:34","slug":"konsol-kiris-duzgun-yayili-yuk","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/konsol-kiris-duzgun-yayili-yuk\/","title":{"rendered":"Konsol Kiri\u015fe D\u00fczg\u00fcn Yay\u0131l\u0131 Y\u00fck 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\">D\u00fczg\u00fcn Yay\u0131l\u0131 Y\u00fckl\u00fc Kiri\u015fin Sehimi<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"799\" data-favorite-title=\"D\u00fczg\u00fcn Yay\u0131l\u0131 Y\u00fckl\u00fc Konsol Kiri\u015f\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/konsol-kiris-duzgun-yayili-yuk\/\" data-favorite-excerpt=\"D\u00fczg\u00fcn yay\u0131l\u0131 y\u00fck ta\u015f\u0131yan bir konsol kiri\u015fte serbest ucundaki e\u011fimi ve kiri\u015f boyunca herhangi bir noktadaki sehimi hesaplar. Uygulanan y\u00fck\u00fc, elastisite mod\u00fcl\u00fcn\u00fc, atalet momentini, kiri\u015f uzunlu\u011funu ve 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-duzgun-yayili-yuk\/\" method=\"POST\" class=\"calculator\" id=\"calculator-799\" data-post=\"799\"><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\">Y\u00fck Konumu<\/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=\"yk_konumu\" 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=\"799\">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>Sapma (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=\"799\" 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>D\u00fczg\u00fcn Yay\u0131l\u0131 Y\u00fckl\u00fc 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\\[ P_0 = \\frac{P \\cdot L}{L - x} \\\\ \\theta = \\frac{P_0 \\cdot L^3}{6 \\cdot E \\cdot I} \\\\ \\delta = \\frac{P_0 \\cdot x^2 \\cdot (x^3 + 6L^2 - 4Lx)}{24 \\cdot E \\cdot I} \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(P\\) \u2014 toplam uygulanan y\u00fck (lbs)<\/li>\n<li>\\(E\\) \u2014 kiri\u015f malzemesinin elastisite mod\u00fcl\u00fc (psi)<\/li>\n<li>\\(I\\) \u2014 kesitin atalet momenti (in\u2074)<\/li>\n<li>\\(L\\) \u2014 konsolun uzunlu\u011fu, ankastre u\u00e7tan serbest uca (in)<\/li>\n<li>\\(x\\) \u2014 kiri\u015f boyunca, ankastre u\u00e7tan \u00f6l\u00e7\u00fclen, sehimin hesapland\u0131\u011f\u0131 konum (in)<\/li>\n<li>\\(P_0\\) \u2014 \\(P\\), \\(L\\) ve \\(x\\) de\u011ferlerinden t\u00fcretilen e\u015fde\u011fer yay\u0131l\u0131 y\u00fck<\/li>\n<\/ul>\n<p>Hesaplay\u0131c\u0131 \u00f6nce uygulanan y\u00fck\u00fc e\u015fde\u011fer d\u00fczg\u00fcn yay\u0131l\u0131 y\u00fcke \\(P_0\\) d\u00f6n\u00fc\u015ft\u00fcr\u00fcr, ard\u0131ndan standart konsol ifadelerini uygulayarak serbest u\u00e7taki e\u011fimi \\(\\theta\\) ve se\u00e7ilen \\(x\\) konumundaki sehimi \\(\\delta\\) bulur.<\/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>D\u00fczg\u00fcn Yay\u0131l\u0131 Y\u00fckl\u00fc Konsol Kiri\u015f \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> \\(E = 29{,}000{,}000\\) psi elastisite mod\u00fcl\u00fcne ve \\(I = 150\\) in\u2074 atalet momentine sahip bir \u00e7elik konsol kiri\u015f 120 in uzunlu\u011fundad\u0131r. Toplam 500 lbs y\u00fck uygulanmakta ve sehim, ankastre u\u00e7tan \\(x = 100\\) in mesafede hesaplanmaktad\u0131r.<\/p>\n<p>\\[ P_0 = \\frac{500 \\cdot 120}{120 - 100} = \\frac{60{,}000}{20} = 3000 \\text{ lbs} \\]<\/p>\n<p>\\[ \\theta = \\frac{3000 \\cdot 120^3}{6 \\cdot 29{,}000{,}000 \\cdot 150} = \\frac{5.184 \\times 10^9}{2.61 \\times 10^{10}} \\approx 0.1986 \\text{ rad} \\]<\/p>\n<p>\\[ \\delta = \\frac{3000 \\cdot 100^2 \\cdot (100^3 + 6 \\cdot 120^2 - 4 \\cdot 120 \\cdot 100)}{24 \\cdot 29{,}000{,}000 \\cdot 150} \\approx 298.39 \\text{ in} \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> serbest u\u00e7taki e\u011fim yakla\u015f\u0131k 0,1986 rad ve ankastre u\u00e7tan 100 in mesafedeki sehim yakla\u015f\u0131k 298,39 in'dir. Bu b\u00fcy\u00fckl\u00fckte bir sehim, tipik kullan\u0131labilirlik s\u0131n\u0131rlar\u0131n\u0131n (\u00f6rne\u011fin \\(L\/240\\) veya \\(L\/360\\)) \u00e7ok \u00f6tesindedir; bu da kiri\u015fin bu y\u00fcke g\u00f6re fazla esnek oldu\u011funu hemen g\u00f6sterir.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 Nas\u0131l Kullan\u0131l\u0131r<\/h2>\n<ol>\n<li>Kiri\u015fe etki eden toplam <strong>Uygulanan Y\u00fck\u00fc<\/strong> (\\(P\\)) pound cinsinden girin.<\/li>\n<li><strong>Elastisite Mod\u00fcl\u00fcn\u00fc<\/strong> (\\(E\\)) psi cinsinden girin. Yap\u0131 \u00e7eli\u011fi i\u00e7in 29.000.000 psi kullan\u0131n; di\u011fer malzemeler i\u00e7in a\u015fa\u011f\u0131daki referans tablosuna bak\u0131n.<\/li>\n<li>Kiri\u015f kesitinin <strong>Atalet Momentini<\/strong> (\\(I\\)) in\u2074 cinsinden girin. Bu de\u011fer kesitin \u00f6zelliklerinden gelir (dikd\u00f6rtgen i\u00e7in \\(I = bh^3\/12\\)).<\/li>\n<li><strong>Kiri\u015f Uzunlu\u011funu<\/strong> (\\(L\\)) in\u00e7 cinsinden, ankastre u\u00e7tan serbest uca \u00f6l\u00e7\u00fclerek girin.<\/li>\n<li><strong>Y\u00fck Konumunu<\/strong> (\\(x\\)) in\u00e7 cinsinden girin \u2014 sehimi istedi\u011finiz noktan\u0131n ankatre uca olan uzakl\u0131\u011f\u0131. Bu de\u011fer kiri\u015f uzunlu\u011fundan k\u00fc\u00e7\u00fck olmal\u0131d\u0131r.<\/li>\n<li>Sonu\u00e7lar\u0131 okuyun: <strong>Serbest U\u00e7taki E\u011fim<\/strong> radyan cinsinden ve <strong>Sehim<\/strong> se\u00e7ilen konumda in\u00e7 cinsindendir.<\/li>\n<\/ol>\n<h2>D\u00fczg\u00fcn Yay\u0131l\u0131 Y\u00fckl\u00fc Konsol Kiri\u015fler Hakk\u0131nda<\/h2>\n<p>Konsol kiri\u015f bir u\u00e7tan ankastre (sabit) ve di\u011fer u\u00e7tan tamamen serbesttir; bu nedenle t\u00fcm mesnet tepkileri \u2014 moment, kesme ve sehim direnci \u2014 tek olan ankastre u\u00e7tan gelmek zorundad\u0131r. Balkonlar, sa\u00e7aklar, ta\u015fma yapan d\u00f6\u015feme kiri\u015fleri, konsol braketler ve \u00e7ardak kollar\u0131 tipik konsol yap\u0131lard\u0131r.<\/p>\n<p><em>D\u00fczg\u00fcn yay\u0131l\u0131 y\u00fck<\/em>, tek bir noktada toplanmak yerine kiri\u015f boyunca s\u00fcrekli da\u011f\u0131lm\u0131\u015f y\u00fckt\u00fcr. Yayg\u0131n \u00f6rnekler aras\u0131nda kiri\u015fin kendi a\u011f\u0131rl\u0131\u011f\u0131, bir ta\u015fma \u00fczerine \u00f6r\u00fclen duvar, sa\u00e7a\u011fa biriken kar veya bir istinat braketinin arkas\u0131ndaki toprak bas\u0131nc\u0131 say\u0131labilir. Y\u00fck da\u011f\u0131t\u0131ld\u0131\u011f\u0131 i\u00e7in i\u00e7 kesme kuvveti ve moment, serbest u\u00e7tan ankastre uca do\u011fru kademeli olarak artar ve her ikisi de ankastre u\u00e7ta en b\u00fcy\u00fck de\u011ferlerine ula\u015f\u0131r.<\/p>\n<p>\u0130ki sonu\u00e7 size kiri\u015fin nas\u0131l \u015fekil de\u011fi\u015ftirdi\u011fini s\u00f6yler. <strong>E\u011fim<\/strong> \\(\\theta\\), serbest u\u00e7taki kiri\u015f d\u00f6n\u00fc\u015f a\u00e7\u0131s\u0131d\u0131r ve radyan cinsindendir; k\u00fc\u00e7\u00fck de\u011ferler (birka\u00e7 binde bir radyan) kullan\u0131m s\u0131ras\u0131nda normaldir. <strong>Sehim<\/strong> \\(\\delta\\), se\u00e7ti\u011finiz konumdaki d\u00fc\u015fey yer de\u011fi\u015ftirmedir. Sehim, uzunlu\u011fa kar\u015f\u0131 son derece duyarl\u0131d\u0131r \u2014 a\u00e7\u0131kl\u0131\u011f\u0131n yakla\u015f\u0131k d\u00f6rd\u00fcnc\u00fc kuvvetiyle artar \u2014 ve \\(EI\\) rijitli\u011fine de duyarl\u0131d\u0131r. Kiri\u015f derinli\u011fini art\u0131rmak en etkili \u00e7\u00f6z\u00fcmd\u00fcr, \u00e7\u00fcnk\u00fc \\(I\\) y\u00fcksekli\u011fin k\u00fcp\u00fcyle artar: dikd\u00f6rtgen bir kiri\u015fin derinli\u011fini iki kat\u0131na \u00e7\u0131karmak rijitli\u011fini sekiz kat\u0131na \u00e7\u0131kar\u0131r.<\/p>\n<p>Bir sonucun kabul edilebilir olup olmad\u0131\u011f\u0131n\u0131 de\u011ferlendirmek i\u00e7in, sehimi toplam y\u00fck i\u00e7in \\(L\/240\\) veya yaln\u0131zca hareketli y\u00fck i\u00e7in \\(L\/360\\) gibi yayg\u0131n y\u00f6netmelik s\u0131n\u0131rlar\u0131yla kar\u015f\u0131la\u015ft\u0131r\u0131n. Tek bir eleman yerine t\u00fcm bir d\u00f6\u015feme veya \u00e7at\u0131 sistemi boyutland\u0131r\u0131yorsan\u0131z, <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/zemin-hareketli-yuk-kapasitesi\/\">Maksimum D\u00f6\u015feme Hareketli Y\u00fck\u00fc Kapasitesi<\/a> hesaplay\u0131c\u0131s\u0131 ve <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/makas-uzunlugu\/\">A\u015f\u0131\u011f\u0131n Uzunlu\u011fu<\/a> hesaplay\u0131c\u0131s\u0131 da i\u015finize yarayabilir.<\/p>\n<h2>Varsay\u0131mlar, S\u0131n\u0131rlamalar ve Pratik \u0130pu\u00e7lar\u0131<\/h2>\n<ul>\n<li>Kiri\u015f, do\u011frusal elastik bir malzemeden yap\u0131lm\u0131\u015ft\u0131r, sabit bir kesite sahiptir ve yaln\u0131zca hafif\u00e7e sehim yapar (k\u00fc\u00e7\u00fck sehim teorisi).<\/li>\n<li>Ankastre u\u00e7 m\u00fckemmel rijittir; ger\u00e7ekte, ba\u011flant\u0131 esnekli\u011fi ve mesnet d\u00f6nmesi ger\u00e7ek sehimleri belirgin \u015fekilde art\u0131rabilir.<\/li>\n<li>Y\u00fck Konumu \\(x\\), Kiri\u015f Uzunlu\u011fu \\(L\\)'den k\u00fc\u00e7\u00fck olmal\u0131d\u0131r. \\(x\\) de\u011feri \\(L\\)'ye yakla\u015ft\u0131k\u00e7a e\u015fde\u011fer y\u00fck \\(P_0\\) \u00e7ok h\u0131zl\u0131 b\u00fcy\u00fcr ve sonu\u00e7lar pratik anlam\u0131n\u0131 yitirir.<\/li>\n<li>Birimler tutarl\u0131 olmal\u0131d\u0131r: y\u00fck lbs, boyutlar in\u00e7, mod\u00fcl psi cinsinden. Metrik birimlerle (N, mm, MPa) \u00e7al\u0131\u015f\u0131yorsan\u0131z ayn\u0131 form\u00fcller ge\u00e7erlidir ancak her girdinin d\u00f6n\u00fc\u015ft\u00fcr\u00fclmesi gerekir.<\/li>\n<li>Bu ara\u00e7 yaln\u0131zca <em>kullan\u0131labilirli\u011fi<\/em> (sehim ve e\u011fim) kontrol eder. E\u011filme ve kesme gerilmeleri, tasar\u0131m g\u00fcvenli say\u0131lmadan \u00f6nce malzemenin izin verilen de\u011ferleriyle ayr\u0131ca do\u011frulanmal\u0131d\u0131r.<\/li>\n<li>Yaln\u0131zca d\u00fc\u015fey y\u00fckler dikkate al\u0131nm\u0131\u015ft\u0131r; yanal y\u00fckler, burulma, dinamik etkiler ve titre\u015fim bu hesab\u0131n kapsam\u0131 d\u0131\u015f\u0131ndad\u0131r.<\/li>\n<\/ul>\n<p>Yayg\u0131n malzemeler i\u00e7in tipik elastisite mod\u00fcl\u00fc de\u011ferleri:<\/p>\n<table>\n<thead>\n<tr>\n<th>Malzeme<\/th>\n<th>Elastisite Mod\u00fcl\u00fc \\(E\\) (psi)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Yap\u0131 \u00e7eli\u011fi<\/td>\n<td>29,000,000<\/td>\n<\/tr>\n<tr>\n<td>Al\u00fcminyum<\/td>\n<td>10,000,000<\/td>\n<\/tr>\n<tr>\n<td>Donat\u0131l\u0131 beton<\/td>\n<td>3,500,000<\/td>\n<\/tr>\n<tr>\n<td>Ah\u015fap (Douglas k\u00f6knar\u0131)<\/td>\n<td>1,600,000<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Bir konsol bir duvar veya d\u00f6\u015feme ta\u015f\u0131d\u0131\u011f\u0131nda, alt\u0131ndaki ta\u015f\u0131y\u0131c\u0131 yap\u0131n\u0131n da bu y\u00fck\u00fc ta\u015f\u0131mas\u0131 gerekti\u011fini unutmay\u0131n \u2014 <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-duvar-yuku\/\">Beton D\u00f6\u015feme Maksimum Duvar Y\u00fck\u00fc<\/a> hesaplay\u0131c\u0131s\u0131 problemin bu y\u00f6n\u00fcn\u00fc kontrol etmenize yard\u0131mc\u0131 olabilir.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>D\u00fczg\u00fcn yay\u0131l\u0131 y\u00fck ta\u015f\u0131yan bir konsol kiri\u015fte serbest ucundaki e\u011fimi ve kiri\u015f boyunca herhangi bir noktadaki sehimi hesaplar. Uygulanan y\u00fck\u00fc, elastisite mod\u00fcl\u00fcn\u00fc, atalet momentini, kiri\u015f uzunlu\u011funu ve 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-799","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\/799","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=799"}],"version-history":[{"count":2,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/799\/revisions"}],"predecessor-version":[{"id":2176,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/799\/revisions\/2176"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=799"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=799"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=799"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}