{"id":66726,"date":"2026-10-13T08:45:00","date_gmt":"2026-10-13T05:45:00","guid":{"rendered":"https:\/\/wpcalc.com\/en\/?p=66726"},"modified":"2026-10-13T08:45:00","modified_gmt":"2026-10-13T05:45:00","slug":"footing-bearing-pressure","status":"publish","type":"post","link":"https:\/\/wpcalc.com\/en\/engineering\/footing-bearing-pressure\/","title":{"rendered":"Footing Bearing Pressure"},"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\">Check the Ground Pressure Under a Loaded Footing<\/h2><\/div><div class=\"calcdash-favorite group\">\n  <button type=\"button\" class=\"favorite\" id=\"favorite\" data-favorite-id=\"66726\" data-favorite-title=\"Footing Bearing Pressure\" data-favorite-url=\"https:\/\/wpcalc.com\/en\/engineering\/footing-bearing-pressure\/\" data-favorite-excerpt=\"Enter the vertical load and footing plan dimensions to find the average soil bearing pressure under the footing, and compare it against the allowable bearing pressure to see if the design is OK.\" aria-label=\"Add to Favorites\" 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\/en\/engineering\/footing-bearing-pressure\/\" method=\"POST\" class=\"calculator\" id=\"calculator-66726\" data-post=\"66726\"><fieldset class=\"fieldset-input is-2\"><legend class=\"sr-only\">Input Fields<\/legend><div class=\"field has-term\" id=\"input-1\"><label for=\"field-1\">Vertical load (P)<\/label><div class=\"term\">P<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"vertical_load_p\" id=\"field-1\" aria-describedby=\"calc-info-1\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"300\" min=\"0.01\" value=\"300\"\/><div class=\"grid grid-cols-1\"><select id=\"field-2\" name=\"unit\" aria-label=\"Unit\"><option value=\"kN\" selected>kN<\/option><option value=\"kip\">kip<\/option><option value=\"lb\">lb<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-1\">Total vertical service load at the footing base (include footing self-weight and surcharge if applicable)<\/small><\/div><div class=\"field has-term\" id=\"input-2\"><label for=\"field-3\">Footing length (L)<\/label><div class=\"term\">L<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"footing_length_l\" id=\"field-3\" aria-describedby=\"calc-info-3\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"2.4\" min=\"0.01\" value=\"2.4\"\/><div class=\"grid grid-cols-1\"><select id=\"field-4\" name=\"unit\" aria-label=\"Unit\"><option value=\"m\" selected>m<\/option><option value=\"cm\">cm<\/option><option value=\"ft\">ft<\/option><option value=\"in\">in<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-3\">Longer plan dimension of the footing<\/small><\/div><div class=\"field has-term\" id=\"input-3\"><label for=\"field-5\">Footing width (B)<\/label><div class=\"term\">B<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"footing_width_b\" id=\"field-5\" aria-describedby=\"calc-info-5\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"1.8\" min=\"0.01\" value=\"1.8\"\/><div class=\"grid grid-cols-1\"><select id=\"field-6\" name=\"unit\" aria-label=\"Unit\"><option value=\"m\" selected>m<\/option><option value=\"cm\">cm<\/option><option value=\"ft\">ft<\/option><option value=\"in\">in<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-5\">Shorter plan dimension of the footing<\/small><\/div><div class=\"field is-single has-term\" id=\"input-4\"><label for=\"field-7\">Allowable bearing pressure (q\u2090) \u2014 optional<\/label><div class=\"term\">q\u2090<\/div>  <div class=\"absolute bottom-0 left-16 top-8 w-2 h-0.5 bg-blue-500\"><\/div><div class=\"field-group\"><input type=\"text\" name=\"allowable_bearing_pressure_q_optional\" id=\"field-7\" aria-describedby=\"calc-info-7\" data-number inputmode=\"decimal\" autocomplete=\"off\" spellcheck=\"false\" placeholder=\"150\" min=\"0\" value=\"150\"\/><div class=\"grid grid-cols-1\"><select id=\"field-8\" name=\"unit\" aria-label=\"Unit\"><option value=\"kPa\" selected>kPa<\/option><option value=\"ksf\">ksf<\/option><option value=\"psi\">psi<\/option><option value=\"MPa\">MPa<\/option><\/select><svg class=\"pointer-events-none col-start-1 row-start-1 mr-2 size-5 self-center justify-self-end text-gray-500 sm:size-4\" viewBox=\"0 0 16 16\" fill=\"currentColor\" aria-hidden=\"true\" data-slot=\"icon\">\n              <path fill-rule=\"evenodd\" d=\"M4.22 6.22a.75.75 0 0 1 1.06 0L8 8.94l2.72-2.72a.75.75 0 1 1 1.06 1.06l-3.25 3.25a.75.75 0 0 1-1.06 0L4.22 7.28a.75.75 0 0 1 0-1.06Z\" clip-rule=\"evenodd\" \/>\n            <\/svg><\/div><\/div><small id=\"calc-info-7\">Net or gross allowable soil bearing capacity; leave empty or enter 0 to skip the comparison<\/small><\/div><\/fieldset><div class=\"buttons\"><button type=\"submit\" data-text=\"Re-Calculate\" id=\"calculate-button\" data-post=\"66726\">Calculate<\/button><button type=\"reset\">Reset<\/button><\/div><div class=\"field is-checkbox hidden!\" id=\"field-auto-calc\"><input type=\"checkbox\" id=\"auto-calc\"><label for=\"auto-calc\">Calculate automatically<\/label><small>If enabled, the result will update automatically when you change any value.<\/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> Bearing Pressure Check<\/h3><div class=\"result-box\"><div class=\"field-result\" id=\"output-1\"><span class=\"field-title\"><span>Average soil bearing pressure<\/span><span class=\"result-term\">q<\/span><\/span><span class=\"field-value\" id=\"result-1\"><\/span><button type=\"button\" class=\"copy-result\" data-tooltip=\"Copy Result\" aria-label=\"Copy Result\"><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>Comparison with allowable pressure<\/span><span class=\"result-term\">\u03b7<\/span><\/span><span class=\"field-value\" id=\"result-2\"><\/span><button type=\"button\" class=\"copy-result\" data-tooltip=\"Copy Result\" aria-label=\"Copy Result\"><span class=\"copy-icon icon icon-document-copy\" aria-hidden=\"true\"><\/span><\/button><\/div><div class=\"field-result is-column\" id=\"output-3\"><span class=\"field-title\"><span>Formula and notes<\/span><\/span><span class=\"field-value\" id=\"result-3\"><\/span><button type=\"button\" class=\"copy-result\" data-tooltip=\"Copy Result\" aria-label=\"Copy Result\"><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\">Copy link to this calculation<\/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>Leave a Comment<\/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=\"66726\" aria-live=\"polite\" aria-labelledby=\"calc-reactions-title\"><p id=\"calc-reactions-title\" class=\"text-sm text-gray-500 text-center mb-2\">How did this result make you feel?<\/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\">Like <\/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\">Helpful <\/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\">Confused <\/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\">Disappointed <\/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\">Inaccurate <\/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>Footing Bearing Pressure<\/h2><\/div>\r\n\t<figure class=\"not-prose formula\">\r\n\t\t<figcaption class=\"formula-title\">Formula<\/figcaption>\r\n\t\t<div class=\"text-base text-gray-800\" id=\"formula\">\n\\[ q = \\frac{P}{A} = \\frac{P}{L \\times B} \\]<\/div>\r\n\t<\/figure>\r\n\t<\/p>\n<p><strong>Where:<\/strong><\/p>\n<ul>\n<li>\\(q\\) \u2014 average soil bearing pressure under the footing (kPa, ksf, psi)<\/li>\n<li>\\(P\\) \u2014 total vertical load at the footing base, including self-weight and surcharge (kN, kip, lb)<\/li>\n<li>\\(L\\) \u2014 footing length, the longer plan dimension (m, ft)<\/li>\n<li>\\(B\\) \u2014 footing width, the shorter plan dimension (m, ft)<\/li>\n<li>\\(A = L \\times B\\) \u2014 plan contact area between footing and soil<\/li>\n<\/ul>\n<p>The formula divides the total vertical load by the plan area of the footing, giving the uniform pressure the footing transmits to the soil. It assumes the load acts through the centroid, so the pressure is evenly distributed.<\/p>\n<p>\r\n<\/section>\n<style id=\"wpcoderpro-inline-459\">.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>Footing Bearing Pressure \u2013 Calculation Example<\/h2><\/div>\r\n\r\n<p>{example}<\/p>\n<p><strong>Example:<\/strong> a footing measuring 2.4 m \u00d7 1.8 m carries a total vertical load of 300 kN at its base. The allowable soil bearing pressure is 150 kPa.<\/p>\n<p>\\[ A = L \\times B = 2.4 \\times 1.8 = 4.32\\ \\text{m}^2 \\]<\/p>\n<p>\\[ q = \\frac{P}{A} = \\frac{300}{4.32} = 69.44\\ \\text{kPa} \\]<\/p>\n<p>\\[ \\eta = \\frac{q}{q_a} = \\frac{69.44}{150} = 0.463 = 46.3\\% \\]<\/p>\n<p><strong>Result:<\/strong> the average bearing pressure is 69.44 kPa (\u2248 1.45 ksf), which is only 46.3% of the 150 kPa allowable value \u2014 the check passes with a safety margin of about 2.16\u00d7.<\/p>\n<p>{\/example}<\/p>\n\r\n<\/section>\n<h2>How to Use the Calculator<\/h2>\n<ol>\n<li>Enter the <strong>Vertical load (P)<\/strong> \u2014 the total service load at the footing base, including the footing self-weight and any soil surcharge \u2014 and pick its unit (kN, kip or lb).<\/li>\n<li>Enter the <strong>Footing length (L)<\/strong>, the longer plan dimension, and choose its unit (m, cm, ft or in).<\/li>\n<li>Enter the <strong>Footing width (B)<\/strong>, the shorter plan dimension, with the same unit options.<\/li>\n<li>Optionally enter the <strong>Allowable bearing pressure (q\u2090)<\/strong> in kPa, ksf, psi or MPa. Leave it empty or enter 0 if you only need the pressure value without a comparison.<\/li>\n<li>Read the results: the <strong>Average soil bearing pressure<\/strong> (shown in your chosen pressure unit plus a converted secondary unit) and, if an allowable value was given, the <strong>Comparison with allowable pressure<\/strong> with a utilization percentage and OK \/ EXCEEDS verdict.<\/li>\n<\/ol>\n<h2>What Is Bearing Pressure and Why It Matters<\/h2>\n<p>Bearing pressure is the contact pressure the base of a footing exerts on the soil beneath it. Every foundation, from a small pad footing under a column to a large strip footing under a wall, ultimately works by spreading the structural load over enough soil area that the ground can carry it without excessive settlement or shear failure. The average bearing pressure \u2014 total load divided by contact area \u2014 is the first and most fundamental number a designer checks.<\/p>\n<p>The check itself is simple: the average pressure must not exceed the allowable bearing pressure, a value determined from geotechnical investigation, building codes, or conservative presumptive values for common soil types. Typical allowable values range from about 50\u201375 kPa for soft clays and loose sands up to 300 kPa or more for compact gravel, dense sand or weathered rock. If the calculated pressure exceeds the allowable value, the footing must be enlarged, the load reduced, or the soil improved (for example by compaction or replacement).<\/p>\n<p>Interpreting the utilization ratio is equally important. A result of 46%, as in the example above, is comfortable but leaves room to shrink the footing if economy matters; a result above 100% fails the check outright. Many designers also aim to stay well below the allowable value to limit long-term settlement, since settlement often governs long before outright bearing failure does.<\/p>\n<h2>Assumptions, Limitations and Practical Tips<\/h2>\n<ul>\n<li><strong>Concentric load only.<\/strong> The calculator assumes the resultant load passes through the footing centroid, giving uniform pressure. For an eccentric load with eccentricity \\(e\\) measured from the centre, the maximum edge pressure becomes \\(q_{max} = \\frac{P}{A}(1 + \\frac{6e}{B})\\) and should also stay below the allowable value. Check that \\(q_{min} = \\frac{P}{A}(1 - \\frac{6e}{B}) \\geq 0\\), otherwise part of the footing lifts off the soil.<\/li>\n<li><strong>Gross vs. net pressure.<\/strong> Decide whether your load P includes the footing self-weight and the weight of soil above it. A gross pressure check includes these; a net check excludes the soil already present before excavation. Make sure P and the allowable value are consistent \u2014 both gross or both net.<\/li>\n<li><strong>Service loads, not factored loads.<\/strong> Bearing pressure checks are normally performed with service (unfactored) loads against an allowable pressure. Factored loads belong to structural strength checks of the concrete, not the soil check.<\/li>\n<li><strong>Verify the allowable value.<\/strong> Prescriptive allowable pressures from codes are conservative starting points; for real projects, use values from a geotechnical report that reflect the actual soil conditions, water table and settlement criteria.<\/li>\n<li><strong>Horizontal loads and moments are not covered.<\/strong> This tool checks vertical equilibrium only. Wind uplift, overturning moments and sliding resistance require separate verification.<\/li>\n<\/ul>\n<p>Once the footing size passes the bearing check, the structural design begins: sizing the concrete section for bending and punching shear and determining the reinforcement. To estimate how much steel the footing needs, try the <a href=\"https:\/\/wpcalc.com\/en\/engineering\/rebar-weight\/\">Rebar Weight calculator<\/a>, and to check bending stresses in the concrete section itself, the <a href=\"https:\/\/wpcalc.com\/en\/engineering\/beam-section-modulus\/\">Section Modulus calculator<\/a> is a useful companion. Load effects on the structure above can be checked with the <a href=\"https:\/\/wpcalc.com\/en\/engineering\/simply-supported-beam-with-uniform-load\/\">Uniformly Loaded Simply Supported Beam calculator<\/a>.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Enter the vertical load and footing plan dimensions to find the average soil bearing pressure under the footing, and compare it against the allowable bearing pressure to see if the design is OK.<\/p>\n","protected":false},"author":3168,"featured_media":0,"comment_status":"open","ping_status":"","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[4],"tags":[19],"class_list":["post-66726","post","type-post","status-publish","format-standard","hentry","category-engineering","tag-civil"],"acf":[],"_links":{"self":[{"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/posts\/66726","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/users\/3168"}],"replies":[{"embeddable":true,"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/comments?post=66726"}],"version-history":[{"count":1,"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/posts\/66726\/revisions"}],"predecessor-version":[{"id":66727,"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/posts\/66726\/revisions\/66727"}],"wp:attachment":[{"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/media?parent=66726"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/categories?post=66726"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/wpcalc.com\/en\/wp-json\/wp\/v2\/tags?post=66726"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}