{"id":220,"date":"2026-10-03T12:50:29","date_gmt":"2026-10-03T11:50:29","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/beton-doseme-maksimum-duvar-yuku\/"},"modified":"2026-10-03T12:50:29","modified_gmt":"2026-10-03T11:50:29","slug":"beton-doseme-maksimum-duvar-yuku","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-duvar-yuku\/","title":{"rendered":"Beton D\u00f6\u015feme Maksimum Duvar Y\u00fck\u00fc 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\">Beton D\u00f6\u015femenin Maksimum Y\u00fck Ta\u015f\u0131ma Kapasitesini Hesaplay\u0131n<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"220\" data-favorite-title=\"Beton D\u00f6\u015feme Maksimum Duvar Y\u00fck\u00fc\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-duvar-yuku\/\" data-favorite-excerpt=\"Zemin \u00fcst\u00fc beton d\u00f6\u015femenin ta\u015f\u0131yabilece\u011fi maksimum duvar y\u00fck\u00fcn\u00fc (lbs\/ft) hesaplay\u0131n. Betonun bas\u0131n\u00e7 dayan\u0131m\u0131n\u0131 (psi), zemin reaksiyon mod\u00fcl\u00fcn\u00fc (pci) ve d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131n\u0131 (in\u00e7) 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\/beton-doseme-maksimum-duvar-yuku\/\" method=\"POST\" class=\"calculator\" id=\"calculator-220\" data-post=\"220\"><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\">Bas\u0131n\u00e7 dayan\u0131m\u0131<\/label><div class=\"term\">fc<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"basn_dayanm\" id=\"field-1\" aria-describedby=\"calc-unit-1\" step=\"1\" value=\"3000\"\/><div class=\"unit\" id=\"calc-unit-1\">psi<\/div><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-2\">Zemin yatak katsay\u0131s\u0131<\/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\" id=\"field-2\" aria-describedby=\"calc-unit-2\" step=\"1\" value=\"100\"\/><div class=\"unit\" id=\"calc-unit-2\">pci<\/div><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-3\">Plak kal\u0131nl\u0131\u011f\u0131<\/label><div class=\"term\">te<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"plak_kalnl\" id=\"field-3\" aria-describedby=\"calc-unit-3\" step=\"0.1\" value=\"6\"\/><div class=\"unit\" id=\"calc-unit-3\">in<\/div><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"220\">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>Maksimum Duvar Y\u00fck\u00fc<\/span><span class=\"result-term\">P<\/span><\/span><span class=\"field-value\" id=\"result-1\" data-unit=\"lbs\/ft\"><\/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=\"220\" 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>Beton D\u00f6\u015feme Maksimum Duvar 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\\[P = 9.93 \\cdot \\sqrt{f_c} \\cdot t_e^{2} \\cdot \\left( \\frac{k}{19000 \\cdot \\sqrt{f_c} \\cdot t_e^{3}} \\right)^{0.25}\\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(P\\) \u2014 d\u00f6\u015femenin ta\u015f\u0131yabilece\u011fi maksimum duvar y\u00fck\u00fc (lbs\/ft)<\/li>\n<li>\\(f_c\\) \u2014 betonun bas\u0131n\u00e7 dayan\u0131m\u0131 (psi)<\/li>\n<li>\\(t_e\\) \u2014 efektif d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131 (in\u00e7)<\/li>\n<li>\\(k\\) \u2014 zemin reaksiyon mod\u00fcl\u00fc (pci)<\/li>\n<\/ul>\n<p>Bu form\u00fcl, betonun dayan\u0131m\u0131na, d\u00f6\u015femenin kal\u0131nl\u0131\u011f\u0131na ve alt\u0131ndaki zeminin rijitli\u011fine dayanarak, zemin \u00fcst\u00fc bir d\u00f6\u015femenin bir duvar alt\u0131nda ta\u015f\u0131yabilece\u011fi maksimum \u00e7izgisel y\u00fck\u00fc tahmin eder.<\/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>Beton D\u00f6\u015feme Maksimum Duvar Y\u00fck\u00fc \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> 6 in\u00e7 kal\u0131nl\u0131\u011f\u0131nda bir d\u00f6\u015feme, 3000 psi bas\u0131n\u00e7 dayan\u0131m\u0131na sahip betonla, reaksiyon mod\u00fcl\u00fc 100 pci olan bir zemin \u00fczerine d\u00f6k\u00fcl\u00fcyor.<\/p>\n<p>\\[P = 9.93 \\cdot \\sqrt{3000} \\cdot 6^{2} \\cdot \\left( \\frac{100}{19000 \\cdot \\sqrt{3000} \\cdot 6^{3}} \\right)^{0.25}\\]<\/p>\n<p>\\[P = 9.93 \\cdot 54.77 \\cdot 36 \\cdot \\left( \\frac{100}{224{,}785{,}434} \\right)^{0.25} = 19{,}580 \\cdot 0.02583\\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> \\(P \\approx 506\\) lbs\/ft \u2014 d\u00f6\u015feme, metre ba\u015f\u0131na duvar y\u00fck\u00fcn\u00fcn a\u011f\u0131rl\u0131k kar\u015f\u0131l\u0131\u011f\u0131 olarak yakla\u015f\u0131k 506 librelik (lbs\/ft) duvar y\u00fck\u00fcn\u00fc g\u00fcvenle ta\u015f\u0131yabilir.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplama Arac\u0131 Nas\u0131l Kullan\u0131l\u0131r?<\/h2>\n<ol>\n<li>Betonunuzun <strong>Bas\u0131n\u00e7 dayan\u0131m\u0131n\u0131<\/strong> psi cinsinden girin (konut d\u00f6\u015femeleri i\u00e7in tipik de\u011ferler 2500\u20134000 psi'dir).<\/li>\n<li><strong>Zemin reaksiyon mod\u00fcl\u00fcn\u00fc<\/strong> pci cinsinden girin. Bu de\u011fer, d\u00f6\u015femenin alt\u0131ndaki zeminin ne kadar rijit oldu\u011funu tan\u0131mlar \u2014 yayg\u0131n de\u011ferler, gev\u015fek kum i\u00e7in yakla\u015f\u0131k 50 pci'den s\u0131k\u0131 \u00e7ak\u0131l veya kaya i\u00e7in 200\u2013400 pci'ye kadar de\u011fi\u015fir.<\/li>\n<li><strong>D\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131n\u0131<\/strong> in\u00e7 cinsinden girin. D\u00fczensiz zemintekilden kaynaklanan kay\u0131plar\u0131 da hesaba katarak ger\u00e7ek (veya efektif) kal\u0131nl\u0131\u011f\u0131 kullan\u0131n.<\/li>\n<li>Duvar uzunlu\u011fu ba\u015f\u0131na lbs\/ft cinsinden verilen <strong>Maksimum Duvar Y\u00fck\u00fc<\/strong> sonucunu okuyun.<\/li>\n<\/ol>\n<h2>D\u00f6\u015femedeki Maksimum Duvar Y\u00fck\u00fc Nedir?<\/h2>\n<p>Zemin \u00fcst\u00fc d\u00f6\u015feme yap\u0131m\u0131nda, i\u00e7 duvarlar veya b\u00f6me duvarlar bazen ayr\u0131 temeller yerine do\u011frudan d\u00f6\u015feme \u00fczerine yerle\u015ftirilir. Bu durumda d\u00f6\u015femenin, duvar\u0131n \u00e7izgisel y\u00fck\u00fcn\u00fc alt\u0131ndaki zemine aktarmas\u0131 gerekir. \u00c7atlama veya a\u015f\u0131r\u0131 sehim meydana gelmeden ne kadar y\u00fck ta\u015f\u0131yabilece\u011fi \u00fc\u00e7 unsura ba\u011fl\u0131d\u0131r: betonun dayan\u0131m\u0131, d\u00f6\u015femenin kal\u0131nl\u0131\u011f\u0131 ve ta\u015f\u0131yan zeminin rijitli\u011fi.<\/p>\n<p>Burada kullan\u0131lan form\u00fcl, elastik bir temel \u00fczerindeki beton d\u00f6\u015feme i\u00e7in plak teorisine dayanan bir tasar\u0131m ifadesidir. \\(\\left( k \/ (19000 \\sqrt{f_c} \\, t_e^{3}) \\right)^{0.25}\\) terimi, zemin ile d\u00f6\u015feme aras\u0131ndaki etkile\u015fimi yans\u0131t\u0131r \u2014 daha rijit zemin (daha y\u00fcksek \\(k\\)) ve daha kal\u0131n d\u00f6\u015feme, duvar alt\u0131ndaki gerilme yo\u011funla\u015fmalar\u0131n\u0131 azaltarak daha y\u00fcksek bir y\u00fck\u00fc m\u00fcmk\u00fcn k\u0131lar. Y\u00fck ta\u015f\u0131ma kapasitesi kabaca kal\u0131nl\u0131\u011f\u0131n karesiyle artt\u0131\u011f\u0131 i\u00e7in, d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131ndaki k\u00fc\u00e7\u00fck bir art\u0131\u015f bile maksimum duvar y\u00fck\u00fcn\u00fc \u00f6nemli \u00f6l\u00e7\u00fcde y\u00fckseltir.<\/p>\n<p>Sonu\u00e7, duvar y\u00fcklerinin genellikle belirtildi\u011fi birim olan libre\/metre (lbs\/ft) cinsinden ifade edilir: duvar\u0131n a\u011f\u0131rl\u0131\u011f\u0131 (sabit y\u00fck) art\u0131 ta\u015f\u0131d\u0131\u011f\u0131 her \u015fey (hareketli y\u00fck), uzunlu\u011funa b\u00f6l\u00fcn\u00fcr. Hesaplanan maksimum de\u011fer, beklenen ger\u00e7ek duvar y\u00fck\u00fcn\u00fc a\u015f\u0131yorsa d\u00f6\u015feme ayr\u0131 bir temel olmadan yeterlidir; a\u015fm\u0131yorsa daha kal\u0131n bir d\u00f6\u015feme, daha dayan\u0131kl\u0131 beton, daha iyi s\u0131k\u0131\u015ft\u0131r\u0131lm\u0131\u015f bir zemintekil veya duvar alt\u0131na bir temel gerekir.<\/p>\n<h2>Varsay\u0131mlar, S\u0131n\u0131rlamalar ve Pratik \u0130pu\u00e7lar\u0131<\/h2>\n<ul>\n<li>Sonu\u00e7, makul \u00f6l\u00e7\u00fcde d\u00fczg\u00fcn bir ta\u015f\u0131ma zemine sahip, zemin \u00fcst\u00fc bir i\u00e7 d\u00f6\u015femeye yerle\u015ftirilen bir duvar i\u00e7in bir tahmindir. Y\u00fck ta\u015f\u0131yan d\u0131\u015f duvarlar, a\u011f\u0131r ekipmanlar veya dinamik y\u00fckler i\u00e7in bir yap\u0131 m\u00fchendisinin tasar\u0131m\u0131n\u0131n yerini almaz.<\/li>\n<li>Hesaplama, zemintekilin homojen ve iyi s\u0131k\u0131\u015ft\u0131r\u0131lm\u0131\u015f oldu\u011funu varsayar. Yumu\u015fak noktalar, k\u00f6t\u00fc drenaj veya s\u0131k\u0131\u015ft\u0131r\u0131lmam\u0131\u015f dolgu, ger\u00e7ek kapasiteyi ciddi \u015fekilde d\u00fc\u015f\u00fcrebilir.<\/li>\n<li>Beton dayan\u0131m\u0131, belirtilen 28 g\u00fcnl\u00fck bas\u0131n\u00e7 dayan\u0131m\u0131 olmal\u0131d\u0131r. Dayan\u0131m\u0131 de\u011fil de yaln\u0131zca kar\u0131\u015f\u0131m oran\u0131n\u0131 biliyorsan\u0131z, <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-karisim-orani\/\">Beton Kar\u0131\u015f\u0131m Oran\u0131<\/a> ve <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-malzeme-hesabi\/\">Beton Malzemeleri<\/a> hesaplama ara\u00e7lar\u0131m\u0131z kar\u0131\u015f\u0131m\u0131 planlaman\u0131za yard\u0131mc\u0131 olabilir.<\/li>\n<li>A\u011f\u0131r y\u00fckl\u00fc duvarlar genellikle kontrol derzleri, donat\u0131lm\u0131\u015f beton veya duvar hatt\u0131 boyunca kal\u0131nla\u015ft\u0131r\u0131lm\u0131\u015f d\u00f6\u015feme kesitleri (a\u015fa\u011f\u0131 b\u00fck\u00fcml\u00fc temel) gerektirir.<\/li>\n<li>Duvar y\u00fck\u00fc hesaplanan maksimumu a\u015f\u0131yorsa, \u00f6nce d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131n\u0131 art\u0131rmay\u0131 d\u00fc\u015f\u00fcn\u00fcn \u2014 kapasite kabaca \\(t_e^2\\) ile \u00f6l\u00e7eklendi\u011finden kal\u0131nl\u0131k en verimli ara\u00e7t\u0131r.<\/li>\n<\/ul>\n<h2>\u0130lgili Hesaplama Ara\u00e7lar\u0131<\/h2>\n<ul>\n<li><a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-uzunluk-hesaplama\/\">Beton D\u00f6\u015feme Maksimum Uzunluk<\/a> \u2014 ayn\u0131 d\u00f6\u015feme i\u00e7in derz aral\u0131\u011f\u0131 s\u0131n\u0131rlar\u0131n\u0131 kontrol edin.<\/li>\n<li><a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-dokum-hacmi\/\">Beton D\u00f6\u015feme D\u00f6k\u00fcm Hacmi<\/a> \u2014 d\u00f6\u015femenin ne kadar beton gerektirdi\u011fini tahmin edin.<\/li>\n<li><a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/zemin-hareketli-yuk-kapasitesi\/\">Maksimum Zemin Hareketli Y\u00fck Kapasitesi<\/a> \u2014 zemin \u00fcst\u00fc d\u00f6\u015femeler yerine d\u00f6\u015feme sistemleri \u00fczerindeki y\u00fckler i\u00e7in.<\/li>\n<li><a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-duvar\/\">Beton Duvar<\/a> \u2014 duvar\u0131n kendisi i\u00e7in gerekli malzemeleri tahmin edin.<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Zemin \u00fcst\u00fc beton d\u00f6\u015femenin ta\u015f\u0131yabilece\u011fi maksimum duvar y\u00fck\u00fcn\u00fc (lbs\/ft) hesaplay\u0131n. Betonun bas\u0131n\u00e7 dayan\u0131m\u0131n\u0131 (psi), zemin reaksiyon mod\u00fcl\u00fcn\u00fc (pci) ve d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131n\u0131 (in\u00e7) 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-220","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\/220","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=220"}],"version-history":[{"count":7,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/220\/revisions"}],"predecessor-version":[{"id":2166,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/220\/revisions\/2166"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=220"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=220"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=220"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}