{"id":526,"date":"2026-10-03T14:32:10","date_gmt":"2026-10-03T13:32:10","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/zemin-hareketli-yuk-kapasitesi\/"},"modified":"2026-10-03T14:32:10","modified_gmt":"2026-10-03T13:32:10","slug":"zemin-hareketli-yuk-kapasitesi","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/zemin-hareketli-yuk-kapasitesi\/","title":{"rendered":"Zemin Azami Hareketli Y\u00fck Kapasitesi Hesaplama Arac\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\">Zemin Ta\u015f\u0131y\u0131c\u0131 Yap\u0131s\u0131ndaki Azami Hareketli Y\u00fck\u00fc Hesaplay\u0131n<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"526\" data-favorite-title=\"Zemin Azami Hareketli Y\u00fck Kapasitesi\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/zemin-hareketli-yuk-kapasitesi\/\" data-favorite-excerpt=\"Zemin \u00fcst\u00fc (slab-on-grade) beton d\u00f6\u015femenin ta\u015f\u0131yabilece\u011fi azami sabit hareketli y\u00fck\u00fc tahmin edin. \u0130zin verilen lif gerilmesi, d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131, zemin yatak katsay\u0131s\u0131 ve elastisite mod\u00fcl\u00fcn\u00fc girin, kapasiteyi psf cinsinden al\u0131n.\" 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\/zemin-hareketli-yuk-kapasitesi\/\" method=\"POST\" class=\"calculator\" id=\"calculator-526\" data-post=\"526\"><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\">\u0130zin verilen en d\u0131\u015f lif \u00e7ekme gerilmesi<\/label><div class=\"term\">s<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"zin_verilen_en_d_lif_ekme_gerilmesi\" id=\"field-1\" aria-describedby=\"calc-unit-1\" step=\"0.01\" value=\"650\"\/><div class=\"unit\" id=\"calc-unit-1\">psi<\/div><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-2\">D\u00f6\u015feme plakas\u0131n\u0131n kal\u0131nl\u0131\u011f\u0131<\/label><div class=\"term\">h<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"deme_plakasnn_kalnl\" id=\"field-2\" aria-describedby=\"calc-unit-2\" step=\"0.01\" value=\"6\"\/><div class=\"unit\" id=\"calc-unit-2\">in<\/div><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-3\">Zemin yatak katsay\u0131s\u0131 (reaksiyon mod\u00fcl\u00fc)<\/label><div class=\"term\">k<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"zemin_yatak_katsays_reaksiyon_modl\" id=\"field-3\" aria-describedby=\"calc-unit-3\" step=\"0.01\" value=\"100\"\/><div class=\"unit\" id=\"calc-unit-3\">pci<\/div><\/div><div class=\"field has-term\" id=\"input-4\"><label for=\"field-4\">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-4\" aria-describedby=\"calc-unit-4\" step=\"0.01\" value=\"4000000\"\/><div class=\"unit\" id=\"calc-unit-4\">psi<\/div><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"526\">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>\u0130zin verilen maksimum sabit hareketli y\u00fck<\/span><span class=\"result-term\">w<\/span><\/span><span class=\"field-value\" id=\"result-1\" data-unit=\"psf\"><\/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=\"526\" 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>Zemin Azami Hareketli Y\u00fck Kapasitesi 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\\[ w = 257.876 \\cdot s \\cdot \\sqrt{ \\frac{k \\, h}{E} } \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(w\\) \u2014 izin verilen azami sabit hareketli y\u00fck (psf, pound\/kare feet)<\/li>\n<li>\\(s\\) \u2014 \u00e7ekmede izin verilen en d\u0131\u015f lif gerilmesi (psi)<\/li>\n<li>\\(h\\) \u2014 d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131 (in\u00e7)<\/li>\n<li>\\(k\\) \u2014 zemin yatak katsay\u0131s\u0131 (pci, pound\/k\u00fcbik in\u00e7)<\/li>\n<li>\\(E\\) \u2014 d\u00f6\u015feme malzemesinin elastisite mod\u00fcl\u00fc (psi)<\/li>\n<\/ul>\n<p>Bu ampirik form\u00fcl, zemin \u00fcst\u00fc beton d\u00f6\u015femeler i\u00e7in yayg\u0131n olarak kullan\u0131l\u0131r ve d\u00f6\u015femedeki e\u011filme gerilmesi izin verilen \u00e7ekme s\u0131n\u0131r\u0131na ula\u015fmadan \u00f6nce d\u00f6\u015femenin ta\u015f\u0131yabilece\u011fi e\u015fit da\u011f\u0131t\u0131lm\u0131\u015f sabit hareketli y\u00fck\u00fc tahmin eder. Form\u00fcl, betonun dayan\u0131m\u0131n\u0131 (\\(s\\), \\(E\\)), d\u00f6\u015femenin geometrisini (\\(h\\)) ve destekleyen zeminin rijitli\u011fini (\\(k\\)) bir arada de\u011ferlendirir.<\/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>Zemin Azami Hareketli Y\u00fck Kapasitesi \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> zemin \u00fcst\u00fc 6 in\u00e7 kal\u0131nl\u0131\u011f\u0131nda bir beton d\u00f6\u015feme, zemin yatak katsay\u0131s\u0131 100 pci olan bir toprak \u00fczerinde duruyor. Betonun \u00e7ekmede izin verilen en d\u0131\u015f lif gerilmesi 650 psi ve elastisite mod\u00fcl\u00fc 4.000.000 psi. Zemin bu sabit hareketli y\u00fck\u00fcn ka\u00e7\u0131n\u0131 ta\u015f\u0131yabilir?<\/p>\n<p>\\[ \\frac{k \\, h}{E} = \\frac{100 \\times 6}{4{,}000{,}000} = 0.00015 \\]<\/p>\n<p>\\[ w = 257.876 \\times 650 \\times \\sqrt{0.00015} \\approx 2052.91 \\text{ psf} \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> izin verilen azami sabit hareketli y\u00fck yakla\u015f\u0131k <strong>2052.91 psf<\/strong> olup, konut ve hafif ticari zeminler i\u00e7in tipik olarak gereken 40\u2013125 psf de\u011ferinin \u00e7ok \u00fczerindedir.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplama Arac\u0131 Nas\u0131l Kullan\u0131l\u0131r?<\/h2>\n<ol>\n<li>D\u00f6\u015feme malzemesinin <strong>\u00e7ekmede izin verilen en d\u0131\u015f lif gerilmesini<\/strong> psi cinsinden girin (normal beton i\u00e7in yakla\u015f\u0131k 650 psi yayg\u0131nd\u0131r; kar\u0131\u015f\u0131m tasar\u0131m\u0131n\u0131z\u0131 veya \u015fartnamenizi kontrol edin).<\/li>\n<li><strong>D\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131n\u0131<\/strong> in\u00e7 cinsinden girin \u2014 a\u015f\u0131nma tabakas\u0131n\u0131 veya \u015fap\u0131 de\u011fil, tam d\u00f6\u015feme derinli\u011fini \u00f6l\u00e7\u00fcn.<\/li>\n<li><strong>Zemin yatak katsay\u0131s\u0131n\u0131<\/strong> pci cinsinden girin. Plaka y\u00fckleme deneyi sonucunuz yoksa, toprak tipiniz i\u00e7in tipik bir de\u011fer kullan\u0131n (a\u015fa\u011f\u0131daki tabloya bak\u0131n).<\/li>\n<li>Betonun <strong>elastisite mod\u00fcl\u00fcn\u00fc<\/strong> psi cinsinden girin (genellikle 3.000.000\u20135.000.000 psi; normal a\u011f\u0131rl\u0131kl\u0131 beton i\u00e7in 4.000.000 psi yayg\u0131n bir kabuld\u00fcr).<\/li>\n<li><strong>\u0130zin verilen azami sabit hareketli y\u00fck\u00fc<\/strong> psf cinsinden okuyun ve yap\u0131 y\u00f6netmeli\u011finizin gerektirdi\u011fi hareketli y\u00fckle kar\u015f\u0131la\u015ft\u0131r\u0131n.<\/li>\n<\/ol>\n<h2>Zemin Hareketli Y\u00fck Kapasitesi Nedir?<\/h2>\n<p>Hareketli y\u00fck, bir zeminin zamanla de\u011fi\u015fen veya hareket eden \u015feylerden ta\u015f\u0131mas\u0131 gereken a\u011f\u0131rl\u0131kt\u0131r: insanlar, mobilyalar, depolanm\u0131\u015f mallar ve ekipmanlar. Bunun kar\u015f\u0131s\u0131nda s\u00fcrekli (\u00f6l\u00fc) y\u00fck, yap\u0131n\u0131n kendisinin kal\u0131c\u0131 a\u011f\u0131rl\u0131\u011f\u0131d\u0131r. Yap\u0131 y\u00f6netmelikleri asgari hareketli y\u00fckleri belirler \u2014 yayg\u0131n olarak konut odalar\u0131 i\u00e7in 40 psf, ofis ve s\u0131n\u0131flar i\u00e7in 50\u201380 psf, depolama ve hafif end\u00fcstriyel kullan\u0131m i\u00e7in 125 psf veya \u00fczeri.<\/p>\n<p>Zemin \u00fcst\u00fc d\u00f6\u015feme, asma kiri\u015fli-kiri\u015fli bir zemin gibi davranmaz. Y\u00fckleri kendi rijitli\u011fiyle alt\u0131ndaki topra\u011fa da\u011f\u0131t\u0131r; bu nedenle kapasitesi topra\u011f\u0131n rijitli\u011fine (zemin yatak katsay\u0131s\u0131 \\(k\\)), d\u00f6\u015femenin kal\u0131nl\u0131\u011f\u0131na (\\(h\\)) ve betonun dayan\u0131m\u0131na (\\(s\\) ve \\(E\\)) ba\u011fl\u0131d\u0131r. Burada kullan\u0131lan form\u00fcl bu etkile\u015fimi yans\u0131t\u0131r: daha kal\u0131n d\u00f6\u015femeler ve daha rijit zeminler izin verilen y\u00fck\u00fc, kabaca \u00e7arp\u0131mlar\u0131n\u0131n kare k\u00f6k\u00fc ile art\u0131r\u0131r.<\/p>\n<p>\\(w\\) sonucu, d\u00f6\u015femenin alt y\u00fczeyindeki \u00e7ekme gerilmesi izin verilen s\u0131n\u0131r\u0131 a\u015fmadan ta\u015f\u0131yabilece\u011fi sabit (e\u015fit da\u011f\u0131t\u0131lm\u0131\u015f) hareketli y\u00fckt\u00fcr. Hesaplanan kapasite y\u00f6netmelikte istenen hareketli y\u00fck\u00fcn rahat\u00e7a \u00fczerindeyse d\u00f6\u015feme tasar\u0131m\u0131 yeterlidir; yetersiz kal\u0131rsa d\u00f6\u015feme kal\u0131nla\u015ft\u0131r\u0131lmal\u0131, beton g\u00fc\u00e7lendirilmeli veya zemin s\u0131k\u0131\u015ft\u0131rma veya gran\u00fcler taban ile iyile\u015ftirilmelidir.<\/p>\n<h2>Tipik Zemin Yatak Katsay\u0131s\u0131 De\u011ferleri<\/h2>\n<table>\n<thead>\n<tr>\n<th>Toprak \/ taban durumu<\/th>\n<th>Yakla\u015f\u0131k \\(k\\) (pci)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\u00c7ok yumu\u015fak kil veya gev\u015fak ince kum<\/td>\n<td>50\u201375<\/td>\n<\/tr>\n<tr>\n<td>Gev\u015fak kum ve \u00e7ak\u0131l<\/td>\n<td>100\u2013150<\/td>\n<\/tr>\n<tr>\n<td>Orta s\u0131k\u0131l\u0131kta kum ve \u00e7ak\u0131l<\/td>\n<td>150\u2013250<\/td>\n<\/tr>\n<tr>\n<td>S\u0131k\u0131 kum ve \u00e7ak\u0131l \/ sert kil<\/td>\n<td>250\u2013400<\/td>\n<\/tr>\n<tr>\n<td>\u0130yi s\u0131k\u0131\u015ft\u0131r\u0131lm\u0131\u015f gran\u00fcler taban<\/td>\n<td>300\u2013500<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Kapasite \\(\\sqrt{k}\\) ile \u00f6l\u00e7eklendi\u011finden, s\u0131k\u0131\u015ft\u0131rman\u0131n iyile\u015ftirilmesi izin verilen y\u00fck\u00fc anlaml\u0131 \u015fekilde art\u0131rabilir \u2014 ancak belirli bir saha i\u00e7in g\u00fcvenilir bir \\(k\\) de\u011feri yaln\u0131zca plaka y\u00fckleme deneyi verir.<\/p>\n<h2>Varsay\u0131mlar ve S\u0131n\u0131rlamalar<\/h2>\n<ul>\n<li>Form\u00fcl, sabit ve e\u015fit da\u011f\u0131t\u0131lm\u0131\u015f hareketli y\u00fck ta\u015f\u0131yan <strong>normal (donat\u0131s\u0131z veya hafif donat\u0131l\u0131) zemin \u00fcst\u00fc beton d\u00f6\u015femeler<\/strong> i\u00e7in ge\u00e7erlidir. Asma d\u00f6\u015femeler, y\u00fckseltilmi\u015f zeminler veya iskeletli ta\u015f\u0131y\u0131c\u0131 sistemler i\u00e7in ge\u00e7erli de\u011fildir.<\/li>\n<li><strong>Deri\u015fik (noktasal) y\u00fckler<\/strong> \u2014 reyon ayaklar\u0131, makine ayaklar\u0131, forkift tekerlekleri \u2014 ayn\u0131 a\u011f\u0131rl\u0131\u011f\u0131n e\u015fit da\u011f\u0131lmas\u0131ndan \u00e7ok daha sert ko\u015fullar olu\u015fturur ve ayr\u0131 bir nokta y\u00fck\u00fc analizi gerektirir.<\/li>\n<li>Sonu\u00e7, \u00f6zellikle a\u011f\u0131r end\u00fcstriyel zeminler i\u00e7in, ACI 360, TR 34 veya benzeri zemin \u00fcst\u00fc d\u00f6\u015feme standartlar\u0131na g\u00f6re yap\u0131lacak tam bir tasar\u0131m\u0131n yerine ge\u00e7meyen <strong>ampirik bir tahmindir<\/strong>.<\/li>\n<li>Uzun vadeli etkiler \u2014 yorulma, b\u00fcz\u00fclme \u00e7atlaklar\u0131, zemindeki nem de\u011fi\u015fimleri ile kenar ve derz ko\u015fullar\u0131 \u2014 hesaba kat\u0131lmam\u0131\u015ft\u0131r ve pratik kapasiteyi azaltabilir.<\/li>\n<li>Birimleri her zaman etiketlendi\u011fi gibi kullan\u0131n (psi, in\u00e7, pci); metrik ve emperyal de\u011ferleri kar\u0131\u015ft\u0131rmak anlams\u0131z sonu\u00e7lar do\u011furur.<\/li>\n<\/ul>\n<p>Ayn\u0131 projedeki yard\u0131mc\u0131 hesaplamalar i\u00e7in d\u00f6k\u00fcm\u00fcn kendisini planlamak \u00fczere <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-duvar-yuku\/\">beton d\u00f6\u015feme azami duvar y\u00fck\u00fc hesaplama arac\u0131na<\/a>, <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-uzunluk-hesaplama\/\">beton d\u00f6\u015feme azami uzunluk hesaplama arac\u0131na<\/a> ve <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-dokum-hacmi\/\">beton d\u00f6\u015feme d\u00f6k\u00fcm hacmi hesaplama arac\u0131na<\/a> bak\u0131n.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Zemin \u00fcst\u00fc (slab-on-grade) beton d\u00f6\u015femenin ta\u015f\u0131yabilece\u011fi azami sabit hareketli y\u00fck\u00fc tahmin edin. \u0130zin verilen lif gerilmesi, d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131, zemin yatak katsay\u0131s\u0131 ve elastisite mod\u00fcl\u00fcn\u00fc girin, kapasiteyi psf cinsinden al\u0131n.<\/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-526","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\/526","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=526"}],"version-history":[{"count":3,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/526\/revisions"}],"predecessor-version":[{"id":2221,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/526\/revisions\/2221"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=526"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=526"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=526"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}