{"id":4703,"date":"2020-08-12T09:27:30","date_gmt":"2020-08-12T09:27:30","guid":{"rendered":"http:\/\/buildsoftsupport.com\/?post_type=ht_kb&#038;p=4703"},"modified":"2026-01-12T15:41:06","modified_gmt":"2026-01-12T15:41:06","slug":"how-to-calculate-punching-shear-reinforcement","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/how-to-calculate-punching-shear-reinforcement\/","title":{"rendered":"How to calculate punching shear reinforcement"},"content":{"rendered":"<h2>1. What is punching?<\/h2>\n<p>Punching is the failure of a plate submitted to a concentrated load. The element causing the load is punched through the plate.<br \/>\nThe failure surface is conical (= <em>punching cone) <\/em>. The element that causes the concentrated load on the plate does not shoot through paper like a hole punch.<\/p>\n<table>\n<tbody>\n<tr>\n<td><img decoding=\"async\" loading=\"lazy\" class=\"size-large wp-image-5604 aligncenter\" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/10\/FiguurPons.png\" alt=\"\" width=\"407\" height=\"161\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons.png 407w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons-300x119.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons-50x20.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons-60x24.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons-35x14.png 35w\" sizes=\"(max-width: 407px) 100vw, 407px\" \/><\/td>\n<td><img decoding=\"async\" loading=\"lazy\" class=\"size-full wp-image-5603 aligncenter\" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/10\/FiguurPons2.png\" alt=\"\" width=\"444\" height=\"93\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons2.png 444w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons2-300x63.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons2-50x10.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons2-60x13.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/FiguurPons2-35x7.png 35w\" sizes=\"(max-width: 444px) 100vw, 444px\" \/><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h2>2. How to calculate the punching shear reinforcement<\/h2>\n<h3>2.1 In case of a footing <img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone size-full wp-image-2607\" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2017\/06\/KnopFootings.jpg\" alt=\"\" width=\"32\" height=\"32\" \/><\/h3>\n<ul>\n<li>The punching shear reinforcement is automatically calculated in the general reinforcement design\u00a0<img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone wp-image-3859\" src=\"http:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/01\/ButtonReinforcement.jpg\" alt=\"\" width=\"20\" height=\"20\" \/>.<\/li>\n<\/ul>\n<h3>2.2 In all other cases<\/h3>\n    \t\t<div class=\"hts-messages hts-messages--info   hts-messages--withicon \" id=\"\" style=\"\">\r\n    \t\t\t    \t\t\t    \t\t\t\t<p>\r\n    \t\t\t\t\tDownload a test model below.    \t\t\t\t<\/p>\r\n    \t\t\t    \t\t\t\r\n    \t\t<\/div><!-- \/.ht-shortcodes-messages -->\r\n    \t\t\n<ul>\n<li>Calculate the reinforcement\u00a0<img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone size-full wp-image-3859\" src=\"http:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/01\/ButtonReinforcement.jpg\" alt=\"\" width=\"23\" height=\"23\" \/>\u00a0or F2.<\/li>\n<li>Go to the reinforcement results <img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone wp-image-5601\" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/10\/ButtonReinforcementResults.png\" alt=\"\" width=\"37\" height=\"35\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/ButtonReinforcementResults.png 41w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/ButtonReinforcementResults-35x33.png 35w\" sizes=\"(max-width: 37px) 100vw, 37px\" \/> and activate the button for the punching reinforcement <img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone wp-image-5602\" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/10\/ButtonPunchingShearReinforcement.png\" alt=\"\" width=\"35\" height=\"35\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/ButtonPunchingShearReinforcement.png 46w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2019\/10\/ButtonPunchingShearReinforcement-35x35.png 35w\" sizes=\"(max-width: 35px) 100vw, 35px\" \/>.<\/li>\n<li>First select the point, then select <strong>all<\/strong> surrounding plates.<br \/>\nIf you select the surrounding plates first, it becomes hard to see if the point is selected or not.<br \/>\nYou have to select all surrounding plates, because otherwise Diamonds can think you&rsquo;re calculating an edge column instead of a center column (will affect \u03b2).<\/li>\n<li>Click once with the right mouse button. The dialog below opens.<br \/>\n<a href=\"https:\/\/support.buildsoft.eu\/docs\/diamonds\/concrete-design\/reinforcement-calculation\/punching-shear-calculation-in-foundation-slabs\/\" target=\"_blank\" rel=\"noopener\">The manual explains<\/a> in detail what the meaning is of all the parameters.<a href=\"http:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/10\/FiguurPons3a.png\"><img decoding=\"async\" loading=\"lazy\" class=\"aligncenter wp-image-5605 \" src=\"https:\/\/buildsoftsupport.com\/wp-content\/uploads\/2019\/10\/FiguurPons3a.png\" alt=\"\" width=\"613\" height=\"521\" \/><\/a><\/li>\n<li>Click &lsquo;<em style=\"color: initial;\">OK&rsquo;<\/em><span style=\"color: initial;\"> to start the calculations.<\/span><\/li>\n<\/ul>\n<h2>3. Interpretation of the results<\/h2>\n<p>Let&rsquo;s say you need punching shear reinforcement and this is the result Diamonds gives you.<br \/>\n<img decoding=\"async\" loading=\"lazy\" class=\"aligncenter wp-image-14853\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2020\/08\/PunchingShearPractical0.png\" alt=\"\" width=\"800\" height=\"654\" \/><\/p>\n<h3>Option 1 (easy but conservative)<\/h3>\n<ul>\n<li>The area in which punching shear reinforcement is required is within the pink circle.<br \/>\nUsing the mouse and the distances at the bottom of the screen, you can determine the diameter of this area.<br \/>\n<img decoding=\"async\" loading=\"lazy\" class=\"aligncenter wp-image-14852\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2020\/08\/PunchingShearPractical1.png\" alt=\"\" width=\"800\" height=\"654\" \/><\/li>\n<li>Assume that in the entire pink zone, 826mm\u00b2\/m\u00b2 is required.<\/li>\n<li>Both radial and orthogonal lay-out patterns for the punching shear reinforcement are possible, but let&rsquo;s go with this radial pattern (source image: Max Frank).<br \/>\n<img decoding=\"async\" loading=\"lazy\" class=\"wp-image-14851 aligncenter\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2020\/08\/PunchingShearPractical2.png\" alt=\"\" width=\"400\" height=\"306\" \/><\/li>\n<li>Using the diameter of the pattern (orange line) determine the area <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-816b613a4f79d4bf9cb51396a9654120_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#65;\" title=\"Rendered by QuickLaTeX.com\" height=\"13\" width=\"13\" style=\"vertical-align: 0px;\"\/> of the pattern (m\u00b2).<br \/>\nDetermine the area (mm\u00b2) of one vertical rod (red line) <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-0e55b0b3943237ccfc96979505679274_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#97;\" title=\"Rendered by QuickLaTeX.com\" height=\"8\" width=\"9\" style=\"vertical-align: 0px;\"\/>.<br \/>\nThe number of rods multiplied by <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-0e55b0b3943237ccfc96979505679274_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#97;\" title=\"Rendered by QuickLaTeX.com\" height=\"8\" width=\"9\" style=\"vertical-align: 0px;\"\/>, divided by <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-816b613a4f79d4bf9cb51396a9654120_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#65;\" title=\"Rendered by QuickLaTeX.com\" height=\"13\" width=\"13\" style=\"vertical-align: 0px;\"\/>, gives the mount of punching shear reinforcement per square meter in the chosen reinforcement pattern.<\/p>\n<p class=\"ql-center-displayed-equation\" style=\"line-height: 36px;\"><span class=\"ql-right-eqno\"> &nbsp; <\/span><span class=\"ql-left-eqno\"> &nbsp; <\/span><img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-d9a963981e094e2057dfef8353bd2d40_l3.png\" height=\"36\" width=\"91\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#091;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#78;&#111;&#46;&#32;&#114;&#111;&#100;&#115;&#125;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#97;&#125;&#123;&#65;&#125;&#32;&#92;&#093;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p>\n<p>This value must be larger than the 826mm\u00b2\/m\u00b2 calculated by Diamonds and must be placed all over the pink zone.<\/li>\n<\/ul>\n<h3>Option 2 (more work but more economic design)<\/h3>\n<ul>\n<li>You can destinguish 2 zones in this model:\n<ul>\n<li>White zone with radius <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-f7cd14a7c02c68dd2adc315fd37bbe29_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#82;&#95;&#49;\" title=\"Rendered by QuickLaTeX.com\" height=\"15\" width=\"19\" style=\"vertical-align: -3px;\"\/> and required punching shear reinforcement of 826mm\u00b2\/m\u00b2.<\/li>\n<li>Pink zone (donut shaped &#8211; outer radius <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-8fe7381d4f322384757d939cc390e248_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#82;&#95;&#50;\" title=\"Rendered by QuickLaTeX.com\" height=\"15\" width=\"20\" style=\"vertical-align: -3px;\"\/>, inner radius <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-f7cd14a7c02c68dd2adc315fd37bbe29_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#82;&#95;&#49;\" title=\"Rendered by QuickLaTeX.com\" height=\"15\" width=\"19\" style=\"vertical-align: -3px;\"\/>) and required (mean) puching shear reinforcement of 500mm\u00b2\/m\u00b2.<\/li>\n<\/ul>\n<p>Using the mouse and the distances at the bottom of the screen, you can determine radius of these zones.<br \/>\n<img decoding=\"async\" loading=\"lazy\" class=\"aligncenter wp-image-14854\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2020\/08\/PunchingShearPractical4.png\" alt=\"\" width=\"800\" height=\"654\" \/><\/li>\n<li>Assume a radial reinforcement pattern again.<\/li>\n<li>Calculate the area <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-874eca84bd5d1c304ab406f6907b022f_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#65;&#95;&#49;\" title=\"Rendered by QuickLaTeX.com\" height=\"16\" width=\"19\" style=\"vertical-align: -3px;\"\/> (m\u00b2) of the white zone using <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-f7cd14a7c02c68dd2adc315fd37bbe29_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#82;&#95;&#49;\" title=\"Rendered by QuickLaTeX.com\" height=\"15\" width=\"19\" style=\"vertical-align: -3px;\"\/>.<br \/>\nDetermine the area (mm\u00b2) of one vertical rod (red line) <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-0e55b0b3943237ccfc96979505679274_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#97;\" title=\"Rendered by QuickLaTeX.com\" height=\"8\" width=\"9\" style=\"vertical-align: 0px;\"\/>.<br \/>\nThe number of rods in the WHITE AREA multiplied by <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-0e55b0b3943237ccfc96979505679274_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#97;\" title=\"Rendered by QuickLaTeX.com\" height=\"8\" width=\"9\" style=\"vertical-align: 0px;\"\/>, divided by <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-874eca84bd5d1c304ab406f6907b022f_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#65;&#95;&#49;\" title=\"Rendered by QuickLaTeX.com\" height=\"16\" width=\"19\" style=\"vertical-align: -3px;\"\/>, gives the mount of punching shear reinforcement per square meter in the white zone.<\/p>\n<p class=\"ql-center-displayed-equation\" style=\"line-height: 39px;\"><span class=\"ql-right-eqno\"> &nbsp; <\/span><span class=\"ql-left-eqno\"> &nbsp; <\/span><img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-cfc44f33626c75994f7c54155b2a1cec_l3.png\" height=\"39\" width=\"102\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#091;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#78;&#111;&#46;&#111;&#102;&#46;&#114;&#111;&#100;&#115;&#125;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#97;&#125;&#123;&#65;&#95;&#49;&#125;&#32;&#92;&#093;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p>\n<p>This value must be larger than the 826mm\u00b2\/m\u00b2 calculated by Diamonds and must be placed all over the white zone.<\/li>\n<li>Calculate the area (m\u00b2) of the donut zone (<img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-c96fc56bf9455792d32fdad79250a811_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#82;&#95;&#50;&#45;&#82;&#95;&#49;\" title=\"Rendered by QuickLaTeX.com\" height=\"15\" width=\"62\" style=\"vertical-align: -3px;\"\/>).<br \/>\nDetermine the area of one vertical rod (red line) a (mm\u00b2).<br \/>\nThe number of rods in the DONUT zone multiplied by <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-0e55b0b3943237ccfc96979505679274_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#97;\" title=\"Rendered by QuickLaTeX.com\" height=\"8\" width=\"9\" style=\"vertical-align: 0px;\"\/>, divided by <img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-816b613a4f79d4bf9cb51396a9654120_l3.png\" class=\"ql-img-inline-formula quicklatex-auto-format\" alt=\"&#65;\" title=\"Rendered by QuickLaTeX.com\" height=\"13\" width=\"13\" style=\"vertical-align: 0px;\"\/>, gives the mount of punching shear reinforcement per square meter in the donut zone.<\/p>\n<p class=\"ql-center-displayed-equation\" style=\"line-height: 39px;\"><span class=\"ql-right-eqno\"> &nbsp; <\/span><span class=\"ql-left-eqno\"> &nbsp; <\/span><img decoding=\"async\" loading=\"lazy\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/ql-cache\/quicklatex.com-5546a9282a5d24478eea20138d76392a_l3.png\" height=\"39\" width=\"102\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#091;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#78;&#111;&#46;&#111;&#102;&#46;&#114;&#111;&#100;&#115;&#125;&#32;&#92;&#99;&#100;&#111;&#116;&#32;&#97;&#125;&#123;&#65;&#95;&#50;&#45;&#65;&#95;&#49;&#125;&#32;&#92;&#093;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p>\n<p>This value must be larger than the 500mm\u00b2\/m\u00b2 calculated by Diamonds and must be placed all over the donut zone.<\/li>\n<\/ul>\n<h2>4. FAQ<\/h2>\n<div class=\"su-accordion su-u-trim\">\n<div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>Is the punching shear reinforcement in a footing\/ foundation slab calculated the same way as in a floor (= not the foundation slab)?<\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">No. For a floor, the contours to be verified must lay within a distance 2d from the edge of the column (EN 1992-1-1 \u00a76.4.4(2)). For a foundation slab, the contours to be verified must lay within a distance between d and 2d from the edge of the column (EN 1992-1-1 \u00a76.4.2 (2)).<\/p>\n<\/div><\/div>\n<div class=\"su-accordion su-u-trim\"><\/div>\n<div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>Can I adjust the 'Imposed parameters' also for footings?<\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">No, the current interface doens&rsquo;t have that option at the moment.<\/div><\/div>\n<div class=\"su-spoiler su-spoiler-style-default su-spoiler-icon-plus su-spoiler-closed\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-spoiler-title\" tabindex=\"0\" role=\"button\"><span class=\"su-spoiler-icon\"><\/span>My project has multiple concentrated loads very close to one another. Can I use Diamonds to calculate the punching shear reinforcement?<\/div><div class=\"su-spoiler-content su-u-clearfix su-u-trim\">No. Diamonds cannot take any overlap of the punching shear cones into account.<\/div><\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>1. What is punching? Punching is the failure of a plate submitted to a concentrated load. The element causing the load is punched through the plate. The failure surface is conical (= punching cone) . The element that causes the concentrated load on the plate does not shoot through paper&#8230;<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[68],"ht-kb-tag":[536,572,570,571,465,535,1175,283,464,533,534],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/4703"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/comments?post=4703"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/4703\/revisions"}],"predecessor-version":[{"id":23782,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/4703\/revisions\/23782"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=4703"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=4703"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=4703"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}