{"id":657,"date":"2026-10-03T15:01:55","date_gmt":"2026-10-03T14:01:55","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/demiryolu-egri-derecesi\/"},"modified":"2026-10-03T15:01:55","modified_gmt":"2026-10-03T14:01:55","slug":"demiryolu-egri-derecesi","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/demiryolu-egri-derecesi\/","title":{"rendered":"Demiryolu E\u011frisi Derecesi 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\">Demiryolu E\u011frisi Derecesi Tahmin Arac\u0131<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"657\" data-favorite-title=\"Demiryolu E\u011frisi Derecesi\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/demiryolu-egri-derecesi\/\" data-favorite-excerpt=\"Bir demiryolu e\u011frisinin yar\u0131\u00e7ap\u0131n\u0131 fit cinsinden girin ve bu hesaplay\u0131c\u0131 e\u011frilik derecesini \u2014 100 fitlik bir kiri\u015fin g\u00f6rd\u00fc\u011f\u00fc merkez a\u00e7\u0131y\u0131 \u2014 d\u00f6nd\u00fcr\u00fcr. Bu, demiryolu hat tasar\u0131m\u0131 ve hizalamas\u0131nda temel bir parametredir.\" aria-label=\"Favorilere ekle\" data-favorite-icon=\"icon icon-roadways\">\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\/demiryolu-egri-derecesi\/\" method=\"POST\" class=\"calculator\" id=\"calculator-657\" data-post=\"657\"><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\">E\u011fri yar\u0131\u00e7ap\u0131<\/label><div class=\"term\">R<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"eri_yarap\" id=\"field-1\" aria-describedby=\"calc-unit-1 calc-info-1\" step=\"1\" value=\"5730\"\/><div class=\"unit\" id=\"calc-unit-1\">ft<\/div><small id=\"calc-info-1\">Demiryolu e\u011frisinin feet cinsinden yar\u0131\u00e7ap\u0131<\/small><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"657\">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>E\u011frilik derecesi<\/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><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=\"657\" 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>Demiryolu E\u011frisi Derecesi 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\\[ D = 2 \\cdot \\arcsin\\left(\\frac{50}{R}\\right) \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(D\\) \u2014 e\u011frilik derecesi (derece)<\/li>\n<li>\\(R\\) \u2014 e\u011frinin yar\u0131\u00e7ap\u0131 (ft)<\/li>\n<\/ul>\n<p>Form\u00fcl, Kuzey Amerika demiryolu uygulamas\u0131nda standart olan e\u011frilik derecesinin <em>kiri\u015f tan\u0131m\u0131n\u0131<\/em> kullan\u0131r: \\(D\\), yar\u0131\u00e7ap\u0131 \\(R\\) olan bir \u00e7ember \u00fczerinde 100 fitlik bir kiri\u015fin g\u00f6rd\u00fc\u011f\u00fc merkez a\u00e7\u0131d\u0131r. Kiri\u015fin yar\u0131s\u0131 50 ft oldu\u011fu i\u00e7in yar\u0131m a\u00e7\u0131 \\(\\arcsin(50\/R)\\) olur ve sonu\u00e7 iki kat\u0131na al\u0131narak derece cinsinden ifade 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>Demiryolu E\u011frisi Derecesi \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> bir ana hat, 5730 ft e\u011fri yar\u0131\u00e7ap\u0131yla d\u00f6\u015fenmi\u015ftir. E\u011frilik derecesini bulun.<\/p>\n<p>\\[ \\frac{50}{R} = \\frac{50}{5730} = 0.008726 \\]<\/p>\n<p>\\[ D = 2 \\cdot \\arcsin(0.008726) \\cdot \\frac{180}{\\pi} = 2 \\times 0.49997^\\circ \\approx 0.9999^\\circ \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> e\u011frilik derecesi yakla\u015f\u0131k \\(1^\\circ\\) \u2014 \u00e7ok hafif bir ana hat e\u011frisi (5730 ft, geleneksel olarak 1\u00b0'lik demiryolu e\u011frisiyle ili\u015fkilendirilen yar\u0131\u00e7apt\u0131r).<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 nas\u0131l kullan\u0131l\u0131r<\/h2>\n<ol>\n<li><strong>E\u011fri yar\u0131\u00e7ap\u0131n\u0131<\/strong> fit cinsinden girin. Bu, e\u011fri merkezinden travers ray\u0131na (veya proje s\u00f6zle\u015fmenize ba\u011fl\u0131 olarak hat ekseni ortas\u0131na) kadar \u00f6l\u00e7\u00fclen, hat ekseninin dairesel yay\u0131n\u0131n yar\u0131\u00e7ap\u0131d\u0131r.<\/li>\n<li>Sonu\u00e7 alan\u0131nda <strong>e\u011frilik derecesini<\/strong> derece cinsinden okuyun.<\/li>\n<li>Sonu\u00e7 d\u00f6rt ondal\u0131k basama\u011fa yuvarlan\u0131r; \\(1.0000^\\circ\\) gibi bir de\u011fer, e\u011frinin 100 fitlik kiri\u015f ba\u015f\u0131na tam olarak 1\u00b0'lik a\u00e7\u0131 g\u00f6rd\u00fc\u011f\u00fc anlam\u0131na gelir.<\/li>\n<\/ol>\n<h2>E\u011frilik derecesi nedir?<\/h2>\n<p>Demiryolu m\u00fchendisli\u011finde e\u011friler nadiren fit cinsinden yar\u0131\u00e7aplar\u0131yla belirtilir. Bunun yerine Kuzey Amerika uygulamas\u0131 e\u011frili\u011fi <em>e\u011fri derecesi<\/em> \\(D\\) ile tan\u0131mlar: 100 fitlik bir kiri\u015fin g\u00f6rd\u00fc\u011f\u00fc merkez a\u00e7\u0131. 1\u00b0'lik bir e\u011fri o kadar yumu\u015fakt\u0131r ki tam bir derece d\u00f6n\u00fc\u015f i\u00e7in 5730 ft kiri\u015f gerekir; yar\u0131\u00e7ap\u0131 yaln\u0131zca yakla\u015f\u0131k 574 ft olan 10\u00b0'lik bir e\u011fri ise ciddi h\u0131z k\u0131s\u0131tlamalar\u0131 gerektirecek kadar keskindir.<\/p>\n<p>Kullan\u0131mda iki tan\u0131m vard\u0131r. <strong>Kiri\u015f tan\u0131m\u0131<\/strong> \u2014 bu hesaplay\u0131c\u0131n\u0131n ve ABD'deki \u00e7o\u011fu Class I demiryolunun kulland\u0131\u011f\u0131 \u2014 d\u00fcz bir 100 fitlik kiri\u015f \u00fczerindeki a\u00e7\u0131y\u0131 \u00f6l\u00e7er. <strong>Yay tan\u0131m\u0131<\/strong>, karayolu i\u015flerinde daha yayg\u0131n olan, a\u00e7\u0131y\u0131 100 fitlik bir yay boyunca \u00f6l\u00e7er; ayn\u0131 yar\u0131\u00e7ap i\u00e7in biraz daha k\u00fc\u00e7\u00fck bir a\u00e7\u0131 verir (1\u00b0'lik yay tan\u0131ml\u0131 bir e\u011frinin yar\u0131\u00e7ap\u0131 5729.58 ft'dir). Fark hafif e\u011friler i\u00e7in ihmal edilebilir, ancak e\u011frilik artt\u0131k\u00e7a b\u00fcy\u00fcr; bu nedenle projenizin hangi tan\u0131m\u0131 kulland\u0131\u011f\u0131n\u0131 her zaman teyit edin.<\/p>\n<p>Bu neden \u00f6nemlidir? E\u011frilik derecesi, bir trenin bir e\u011friyi hangi h\u0131zda alabilece\u011fini do\u011frudan belirler. Tekerlek tak\u0131mlar\u0131na etkiyen merkezka\u00e7 kuvvetleri, raylardaki yanal a\u015f\u0131nma ve s\u00fcperelevasyon (hacim e\u011fim, yani traversin yat\u0131r\u0131lmas\u0131) ihtiyac\u0131 hep e\u011frilikle \u00f6l\u00e7eklenir. Tipik ana hat e\u011frileri daha y\u00fcksek h\u0131zlara izin vermek i\u00e7in 3\u00b0 veya alt\u0131nda tutulur; \u015fube hatlar\u0131 ve mar\u015fand\u0131z sahalar\u0131 genellikle 5\u201310\u00b0 aral\u0131\u011f\u0131ndad\u0131r ve yakla\u015f\u0131k 12\u00b0'nin (yar\u0131\u00e7ap 480 ft'nin alt\u0131nda) \u00fczerindeki her \u015fey genellikle d\u00fc\u015f\u00fck h\u0131zl\u0131 end\u00fcstriyel veya da\u011f i\u015fletmesiyle s\u0131n\u0131rl\u0131d\u0131r.<\/p>\n<p>\u0130lgili geometri problemleri i\u00e7in bkz. <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/tepelik-dusey-kurp-uzunlugu\/\">Tepedeki D\u00fc\u015fey E\u011fri Uzunlu\u011fu Hesaplay\u0131c\u0131s\u0131<\/a> (d\u00fc\u015fey hizalama) veya <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/viraj-kuvveti\/\">Viraj Kuvveti Hesaplay\u0131c\u0131s\u0131<\/a> (bir arac\u0131n e\u011fridi etkiyen yanal kuvvetler).<\/p>\n<h2>Referans de\u011ferler<\/h2>\n<table>\n<thead>\n<tr>\n<th>E\u011fri derecesi \\(D\\)<\/th>\n<th>Yakla\u015f\u0131k yar\u0131\u00e7ap \\(R\\) (ft)<\/th>\n<th>Tipik kullan\u0131m<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>1\u00b0<\/td>\n<td>5729.7<\/td>\n<td>Y\u00fcksek h\u0131zl\u0131 ana hat<\/td>\n<\/tr>\n<tr>\n<td>2\u00b0<\/td>\n<td>2864.9<\/td>\n<td>Ana hat<\/td>\n<\/tr>\n<tr>\n<td>4\u00b0<\/td>\n<td>1432.7<\/td>\n<td>\u0130kincil ana hat<\/td>\n<\/tr>\n<tr>\n<td>6\u00b0<\/td>\n<td>955.4<\/td>\n<td>\u015eube hatt\u0131<\/td>\n<\/tr>\n<tr>\n<td>8\u00b0<\/td>\n<td>716.8<\/td>\n<td>Yava\u015f \u015fube hatt\u0131 \/ saha \u00e7\u0131k\u0131\u015f ba\u011flant\u0131s\u0131<\/td>\n<\/tr>\n<tr>\n<td>10\u00b0<\/td>\n<td>573.7<\/td>\n<td>End\u00fcstriyel \/ k\u0131s\u0131tl\u0131 h\u0131z<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h2>Varsay\u0131mlar ve s\u0131n\u0131rlamalar<\/h2>\n<ul>\n<li><strong>Kiri\u015f tan\u0131m\u0131, 100 ft kiri\u015f.<\/strong> Form\u00fcl, ABD demiryolu uygulamas\u0131nda kullan\u0131lan geleneksel 100 fitlik kiri\u015fi varsayar. Avrupa uygulamas\u0131nda e\u011friler genellikle do\u011frudan metre cinsinden yar\u0131\u00e7apla belirtilir; bu durumda bu hesaplay\u0131c\u0131 uygulanamaz.<\/li>\n<li><strong>Birimler fittedir.<\/strong> Giri\u015f fit cinsinden olmal\u0131d\u0131r; metre girmek anlams\u0131z bir sonu\u00e7 \u00fcretir. Yar\u0131\u00e7ap\u0131n\u0131z metre cinsindense \u00f6nce 3.28084 ile \u00e7arp\u0131n.<\/li>\n<li><strong>Yaln\u0131zca dairesel e\u011friler.<\/strong> Ger\u00e7ek hatlarda te\u011fetler ile dairesel e\u011friler aras\u0131nda ge\u00e7i\u015f e\u011frileri (sarmallar) kullan\u0131l\u0131r. E\u011frilik derecesi yaln\u0131zca sabit yar\u0131\u00e7apl\u0131 k\u0131sma uygulan\u0131r.<\/li>\n<li><strong>Asgari yar\u0131\u00e7ap.<\/strong> Form\u00fcl \\(R \\ge 50\\) ft gerektirir; daha k\u00fc\u00e7\u00fck yar\u0131\u00e7aplarda kiri\u015f \u00e7embere s\u0131\u011famaz ve arcsin tan\u0131ms\u0131z olur.<\/li>\n<li><strong>Keskin e\u011frilerde hassasiyet.<\/strong> \\(D\\) yakla\u015f\u0131k 20\u00b0'nin \u00fczerindeyken kiri\u015f ve yay tan\u0131mlar\u0131 belirgin bi\u00e7imde (birka\u00e7 y\u00fczde) ayr\u0131l\u0131r; bu y\u00fczden de\u011feri tasar\u0131m belgelerinde kullanmadan \u00f6nce m\u00fchendislik standartlar\u0131n\u0131z\u0131n hangi kural\u0131 gerektirdi\u011fini iki kez kontrol edin.<\/li>\n<\/ul>\n<p>Pratik bir kural olarak: hafif e\u011friler i\u00e7in \\(D \\approx 5730 \/ R\\) derecedir; 5730 ft'nin \"bir derece\" yar\u0131\u00e7ap\u0131 olarak hat\u0131rlanmas\u0131n\u0131n nedeni budur. Yukar\u0131daki kesin, kiri\u015fe dayal\u0131 form\u00fcl, de\u011ferin \u00f6l\u00e7me veya mevzuat gereklilikleriyle kar\u015f\u0131la\u015ft\u0131r\u0131laca\u011f\u0131 her durumda kullan\u0131lmal\u0131d\u0131r.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Bir demiryolu e\u011frisinin yar\u0131\u00e7ap\u0131n\u0131 fit cinsinden girin ve bu hesaplay\u0131c\u0131 e\u011frilik derecesini \u2014 100 fitlik bir kiri\u015fin g\u00f6rd\u00fc\u011f\u00fc merkez a\u00e7\u0131y\u0131 \u2014 d\u00f6nd\u00fcr\u00fcr. Bu, demiryolu hat tasar\u0131m\u0131 ve hizalamas\u0131nda temel bir parametredir.<\/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":[66],"class_list":["post-657","post","type-post","status-publish","format-standard","hentry","category-muhendislik","tag-yollar"],"acf":[],"_links":{"self":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/657","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=657"}],"version-history":[{"count":2,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/657\/revisions"}],"predecessor-version":[{"id":2030,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/657\/revisions\/2030"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=657"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=657"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=657"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}