{"id":219,"date":"2026-10-03T12:50:12","date_gmt":"2026-10-03T11:50:12","guid":{"rendered":"https:\/\/wpcalc.com\/tr\/beton-doseme-maksimum-uzunluk-hesaplama\/"},"modified":"2026-10-03T12:50:12","modified_gmt":"2026-10-03T11:50:12","slug":"beton-doseme-maksimum-uzunluk-hesaplama","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-uzunluk-hesaplama\/","title":{"rendered":"Beton D\u00f6\u015feme Maksimum Uzunluk 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\">Beton D\u00f6\u015femenin Maksimum A\u00e7\u0131kl\u0131\u011f\u0131n\u0131 Hesaplay\u0131n<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"219\" data-favorite-title=\"Beton D\u00f6\u015feme Maksimum Uzunluk\" data-favorite-url=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-maksimum-uzunluk-hesaplama\/\" data-favorite-excerpt=\"Ba\u011f\u0131l nem, beton \u00e7ekme gerilmesi ve b\u00fcz\u00fclme birim uzamas\u0131 de\u011ferlerini girerek derzler aras\u0131ndaki maksimum d\u00f6\u015feme uzunlu\u011funu tahmin edin ve b\u00fcz\u00fclme \u00e7atla\u011f\u0131 riskini azalt\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\/beton-doseme-maksimum-uzunluk-hesaplama\/\" method=\"POST\" class=\"calculator\" id=\"calculator-219\" data-post=\"219\"><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\">Ba\u011f\u0131l nem<\/label><div class=\"term\">hr<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"bal_nem\" id=\"field-1\" aria-describedby=\"calc-unit-1\" step=\"1\" value=\"75\"\/><div class=\"unit\" id=\"calc-unit-1\">%<\/div><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-2\">Betonun \u00e7ekme gerilmesi<\/label><div class=\"term\">fs<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><input type=\"number\" name=\"betonun_ekme_gerilmesi\" id=\"field-2\" aria-describedby=\"calc-unit-2\" step=\"1\" value=\"600\"\/><div class=\"unit\" id=\"calc-unit-2\">psi<\/div><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-3\">Betonun b\u00fcz\u00fclmesi<\/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=\"betonun_bzlmesi\" id=\"field-3\" step=\"0.0001\" value=\"0.0004\"\/><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Yeniden hesapla\" id=\"calculate-button\" data-post=\"219\">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 plak uzunlu\u011fu<\/span><span class=\"result-term\">L<\/span><\/span><span class=\"field-value\" id=\"result-1\" data-unit=\"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=\"219\" 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 Uzunluk 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\\[ L = \\left( 0.00047 \\, h_r \\, (f_s \\cdot S)^2 \\right)^{1\/3} \\]\n<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Burada:<\/strong><\/p>\n<ul>\n<li>\\(h_r\\) \u2014 d\u00f6\u015femenin k\u00fcr edildi\u011fi ortam\u0131n ba\u011f\u0131l nemi (%)<\/li>\n<li>\\(f_s\\) \u2014 betonun \u00e7ekme gerilmesi (psi)<\/li>\n<li>\\(S\\) \u2014 betonun b\u00fcz\u00fclmesi, ondal\u0131k birim uzama olarak ifade edilir (\u00f6rne\u011fin 0,0004 = 400 mikrostrain)<\/li>\n<li>\\(L\\) \u2014 derzler aras\u0131ndaki maksimum d\u00f6\u015feme uzunlu\u011fu (ft)<\/li>\n<\/ul>\n<p>Form\u00fcl, engellenmi\u015f kuruma b\u00fcz\u00fclmesinin \u00fcretti\u011fi gerilmeyi ta\u015f\u0131yabilecek en uzun d\u00f6\u015feme panelini tahmin eder. Nemli ortamda kuruma yava\u015flar ve b\u00fcz\u00fclme azald\u0131\u011f\u0131 i\u00e7in daha uzun panellere izin verildi\u011finden nem, form\u00fcl\u00fcn pay k\u0131sm\u0131nda yer al\u0131r; buna kar\u015f\u0131l\u0131k d\u00fc\u015f\u00fck \u00e7ekme dayan\u0131m\u0131 veya y\u00fcksek b\u00fcz\u00fclme birim uzamas\u0131 panel uzunlu\u011funu k\u0131salt\u0131r.<\/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 Uzunluk \u2013 Hesaplama \u00d6rne\u011fi<\/h2><\/div>\r\n\r\n<\/p>\n<p><strong>\u00d6rnek:<\/strong> ortalama %75 ba\u011f\u0131l nemli havada k\u00fcr edilen, \u00e7ekme gerilmesi dayan\u0131m\u0131 600 psi olan ve beklenen kuruma b\u00fcz\u00fclmesi birim uzamas\u0131 0,0004 olan bir betondan yap\u0131lm\u0131\u015f d\u00f6\u015feme.<\/p>\n<p>\\[ f_s \\cdot S = 600 \\times 0.0004 = 0.24 \\]<\/p>\n<p>\\[ (f_s \\cdot S)^2 = 0.24^2 = 0.0576 \\]<\/p>\n<p>\\[ L = \\left( 0.00047 \\times 75 \\times 0.0576 \\right)^{1\/3} = (0.0020304)^{1\/3} \\approx 0.127 \\ \\text{ft} \\]<\/p>\n<p><strong>Sonu\u00e7:<\/strong> maksimum d\u00f6\u015feme uzunlu\u011fu yakla\u015f\u0131k 0,127 ft (yakla\u015f\u0131k 1,5 in\u00e7). Bu kadar k\u00fc\u00e7\u00fck bir de\u011fer, bu girdi birle\u015fimi i\u00e7in uzun donat\u0131s\u0131z panellerin uygulanabilir olmad\u0131\u011f\u0131n\u0131 g\u00f6sterir \u2014 tasar\u0131m, d\u00f6\u015feme uzunlu\u011funa dayanmak yerine s\u0131k aral\u0131kl\u0131 derzlere, donat\u0131ya veya d\u00fc\u015f\u00fck b\u00fcz\u00fclmeli kar\u0131\u015f\u0131ma g\u00fcvenmelidir.<\/p>\n<p>\n\r\n<\/section>\n<h2>Hesaplay\u0131c\u0131 Nas\u0131l Kullan\u0131l\u0131r<\/h2>\n<ol>\n<li>D\u00f6\u015femenin k\u00fcr edilece\u011fi ortam\u0131n <strong>Ba\u011f\u0131l nemini<\/strong> y\u00fczde olarak girin (varsay\u0131lan de\u011fer %75'tir).<\/li>\n<li><strong>Betonun \u00e7ekme gerilmesini<\/strong> psi cinsinden girin. \u0130zin verilebilir \u00e7ekme gerilmesini veya \u00e7ekme dayan\u0131m\u0131n\u0131n muhafazak\u00e2r bir tahminini kullan\u0131n \u2014 normal a\u011f\u0131rl\u0131kl\u0131 beton i\u00e7in tipik olarak 300\u2013700 psi.<\/li>\n<li><strong>Betonun b\u00fcz\u00fclmesini<\/strong> ondal\u0131k birim uzama olarak girin. 0,0004 de\u011feri 400 mikrostrain'e kar\u015f\u0131l\u0131k gelir ve yayg\u0131n bir nihai kuruma b\u00fcz\u00fclmesi de\u011feridir.<\/li>\n<li><strong>Maksimum d\u00f6\u015feme uzunlu\u011funu<\/strong> feet cinsinden okuyun \u2014 form\u00fcl\u00fcn \u00f6nerdi\u011fi en b\u00fcy\u00fck panel boyutudur.<\/li>\n<\/ol>\n<h2>Maksimum D\u00f6\u015feme Uzunlu\u011fu Ne Anlama Gelir<\/h2>\n<p>Beton kuruduk\u00e7a b\u00fcz\u00fcl\u00fcr. D\u00f6\u015feme bir \u015feritle temas s\u00fcrt\u00fcnmesi, duvarlar veya biti\u015fik d\u00f6k\u00fcmler taraf\u0131ndan engellenmi\u015fse bu b\u00fcz\u00fclme betonu i\u00e7eriden \u00e7eker ve \u00e7ekme gerilmesi olu\u015fturur. Bu gerilme betonun \u00e7ekme kapasitesini a\u015ft\u0131\u011f\u0131nda d\u00f6\u015feme \u00e7atlar. B\u00fcy\u00fck d\u00f6\u015femelerin daralan derzlerle panellere b\u00f6l\u00fcnmesinin nedeni budur: maksimum d\u00f6\u015feme uzunlu\u011fu, kendi b\u00fcz\u00fclme gerilmesini rastgele \u00e7atlama olmadan emmesi beklenen en b\u00fcy\u00fck panel boyutudur.<\/p>\n<p>Her girdi bu dengenin bir taraf\u0131n\u0131 belirler. Ba\u011f\u0131l nem betonun ne kadar nem kaybetti\u011fini kontrol eder: kuru havada b\u00fcz\u00fclme h\u0131zl\u0131 ve eksiksiz geli\u015firken, nemli havada daha k\u00fc\u00e7\u00fck ve yava\u015f olur ve bu da daha uzun panellere izin verir. \u00c7ekme gerilmesi girdisi, betonun kopmaya kar\u015f\u0131 koyma yetene\u011fini temsil eder; bu nedenle daha dayan\u0131kl\u0131 kar\u0131\u015f\u0131mlar daha uzun panellere olanak tan\u0131r. B\u00fcz\u00fclme birim uzamas\u0131 betonun ger\u00e7ekte ne kadar daralmak istedi\u011fini \u00f6l\u00e7er \u2014 bunu kar\u0131\u015f\u0131m tasar\u0131m\u0131yla azaltmak, panelleri uzatman\u0131n en etkili yoludur.<\/p>\n<p>Sonuca, ula\u015f\u0131lmas\u0131 gereken bir hedef olarak de\u011fil, derz aral\u0131\u011f\u0131 i\u00e7in bir \u00fcst s\u0131n\u0131r olarak yakla\u015f\u0131n. Hesaplay\u0131c\u0131 planlad\u0131\u011f\u0131n\u0131z panel boyutlar\u0131ndan \u00e7ok daha k\u00fc\u00e7\u00fck bir uzunluk d\u00f6nd\u00fcr\u00fcrse, pratik \u00e7\u00f6z\u00fcmler derzleri daha yak\u0131na yerle\u015ftirmek, \u00e7atlaklar\u0131 da\u011f\u0131tmak i\u00e7in donat\u0131 eklemek, k\u00fcr\u00fc iyile\u015ftirmek veya daha d\u00fc\u015f\u00fck b\u00fcz\u00fclmeli bir kar\u0131\u015f\u0131m belirlemektir. G\u00fcnl\u00fck uygulamada derz aral\u0131\u011f\u0131 ayr\u0131ca d\u00f6\u015feme kal\u0131nl\u0131\u011f\u0131n\u0131n 24\u201336 kat\u0131 gibi pratik kurallara kar\u015f\u0131 da kontrol edilir ve nadiren yakla\u015f\u0131k 15 ft'yi a\u015far.<\/p>\n<h2>Tipik Girdi De\u011ferleri<\/h2>\n<table>\n<thead>\n<tr>\n<th>Ba\u011f\u0131l nem<\/th>\n<th>Tipik kuruma b\u00fcz\u00fclmesi birim uzamas\u0131<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>%40<\/td>\n<td>0,0005 \u2013 0,0008<\/td>\n<\/tr>\n<tr>\n<td>%50 \u2013 60<\/td>\n<td>0,0004 \u2013 0,0006<\/td>\n<\/tr>\n<tr>\n<td>%70 \u2013 80<\/td>\n<td>0,0003 \u2013 0,0005<\/td>\n<\/tr>\n<tr>\n<td>%90 ve \u00fczeri<\/td>\n<td>0,0002 \u2013 0,0003<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>\u00c7elik donat\u0131s\u0131z betonun \u00e7ekme gerilmesi genellikle 300 ile 700 psi aras\u0131ndad\u0131r; bu kabaca bas\u0131n\u00e7 dayan\u0131m\u0131n\u0131n %8\u201312'sine kar\u015f\u0131l\u0131k gelir. \u015e\u00fcpheye d\u00fc\u015ft\u00fc\u011f\u00fcn\u00fczde daha d\u00fc\u015f\u00fck bir \u00e7ekme de\u011feri kullan\u0131n: bu, daha muhafazak\u00e2r (daha k\u0131sa) bir maksimum uzunluk verir.<\/p>\n<h2>Varsay\u0131mlar ve S\u0131n\u0131rlamalar<\/h2>\n<ul>\n<li>0,00047 katsay\u0131s\u0131 ampiriktir. Form\u00fcl bir planlama arac\u0131d\u0131r ve ACI 360R veya PCA\/ACI derz aral\u0131\u011f\u0131 \u00f6nerilerinin yerine ge\u00e7mez.<\/li>\n<li>Girdiler belirtilen birimlerde olmal\u0131d\u0131r \u2014 nem i\u00e7in y\u00fczde, \u00e7ekme gerilmesi i\u00e7in psi, b\u00fcz\u00fclme i\u00e7in ondal\u0131k birim uzama \u2014 aksi halde sonu\u00e7 anlams\u0131z olur.<\/li>\n<li>Model, \u0131s\u0131l b\u00fcz\u00fclmeyi, \u015ferit s\u00fcrt\u00fcnmesini, s\u00fcnma ve gerilme gev\u015femesini (ger\u00e7ek gerilmeyi azaltan etkenler) ve \u00e7elik donat\u0131y\u0131 (\u00e7atlaklar\u0131 yeniden da\u011f\u0131t\u0131r) hesaba katmaz.<\/li>\n<li>K\u00fcr kalitesi, buhar ge\u00e7irmez katmanlar ve d\u00fc\u015f\u00fck b\u00fcz\u00fclmeli kar\u0131\u015f\u0131m tasar\u0131m\u0131 \u00e7o\u011fu zaman panel geometrisinden daha fazla etkiler; hi\u00e7bir form\u00fcl iyi uygulama prati\u011finin yerini tutmaz.<\/li>\n<\/ul>\n<p>Bir panel d\u00fczenine karar verdikten sonra i\u015fi <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-doseme-dokum-hacmi\/\">Beton D\u00f6\u015feme D\u00f6k\u00fcm Hacmi<\/a> ve <a href=\"https:\/\/wpcalc.com\/tr\/muhendislik\/beton-hacmi-hesaplama\/\">Beton Hacmi (Yardage)<\/a> hesaplay\u0131c\u0131lar\u0131yla planlayabilir ya da bitmi\u015f panelin ne ta\u015f\u0131yabilece\u011fini <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\u0131yla do\u011frulayabilirsiniz.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Ba\u011f\u0131l nem, beton \u00e7ekme gerilmesi ve b\u00fcz\u00fclme birim uzamas\u0131 de\u011ferlerini girerek derzler aras\u0131ndaki maksimum d\u00f6\u015feme uzunlu\u011funu tahmin edin ve b\u00fcz\u00fclme \u00e7atla\u011f\u0131 riskini azalt\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-219","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\/219","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=219"}],"version-history":[{"count":4,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/219\/revisions"}],"predecessor-version":[{"id":3030,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/posts\/219\/revisions\/3030"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/media?parent=219"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/categories?post=219"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/tr\/wp-json\/wp\/v2\/tags?post=219"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}