{"id":3511,"date":"2024-07-12T07:30:54","date_gmt":"2024-07-12T07:30:54","guid":{"rendered":"https:\/\/www.buildsoft.eu\/?post_type=reference-project&#038;p=3511"},"modified":"2026-07-28T14:12:50","modified_gmt":"2026-07-28T14:12:50","slug":"belgian-embassy","status":"publish","type":"reference-project","link":"https:\/\/www.buildsoft.eu\/en\/reference-projects\/belgian-embassy\/","title":{"rendered":"Belgian Embassy"},"content":{"rendered":"\n<p>The new Belgian embassy building in Rabat uses very slender exterior columns to support a cantilever structure, giving the fa\u00e7ade the lightness the architects wanted. Sweco Belgium controlled the buckling risk this created by minimising horizontal loads on the columns (through high in-plane floor stiffness) and using solid steel sections instead of tubular profiles for the most heavily loaded columns, then used a Diamonds 3D model to check the structure&#8217;s robustness against a targeted attack by simulating the selective removal of columns, per Eurocode 1-7.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Devising creative structural concepts<\/h2>\n\n\n\n<p>&#8220;As a Senior Project Expert at Sweco Belgium, I&#8217;m in charge of assessing the feasibility of complex building projects and devising creative structural concepts &#8221; Tom Molkens continues. &#8220;The new building planned for the Belgian embassy in Rabat is an excellent example. The architects wanted this building to radiate lightness and wanted to underline this feeling by the use of very slender columns on the outside to support the cantilever structure.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Controlling buckling risk in slender exterior columns<\/h2>\n\n\n\n<p>Sweco Belgium was consulted to advise on the feasibility of this concept. &#8220;The buckling risk of the slender columns was obviously an important attention point,&#8221; Tom Molkens says. &#8220;It was however perfectly possible to control that buckling risk by ensuring that the horizontal loads on these columns were minimized, for example by providing a high amount of in-plane stiffness for the floor of the cantilever structure. Moreover, the use of solid steel sections for the most loaded columns instead of tubular profiles helped increase the buckling capacity of these columns. This kind of smart interventions makes it possible to realize the feeling of lightness that the architects had in mind.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Checking structural robustness against a selective column removal (Eurocode 1-7)<\/h2>\n\n\n\n<p>Another requirement related to the evaluation of the impact of an attack. Such an evaluation was carried out on the basis of Eurocode 1-7, calculating whether the structure remains intact if columns are selectively removed. Once a Diamonds 3D analysis model was available, it was perfectly possible to perform this kind of what-if analysis for different scenarios. Personally, I find this to be the great power of 3D analysis software and a major enabler to explore and validate creative structural concepts. &#8220;<\/p>\n\n\n\n<h2 class=\"wp-block-heading\" id=\"FAQ\">FAQ<\/h2>\n\n\n<div class=\"wp-block-uagb-faq uagb-faq__outer-wrap uagb-block-31692949 uagb-faq-icon-row uagb-faq-layout-accordion uagb-faq-expand-first-true uagb-faq-inactive-other-true uagb-faq__wrap uagb-buttons-layout-wrap uagb-faq-equal-height     \" data-faqtoggle=\"true\" role=\"tablist\"><script type=\"application\/ld+json\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@type\":\"FAQPage\",\"@id\":\"https:\\\/\\\/www.buildsoft.eu\\\/en\\\/reference-projects\\\/belgian-embassy\\\/\",\"mainEntity\":[{\"@type\":\"Question\",\"name\":\"What is a column-removal check, and why does it matter for building safety\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"A column-removal check (also called an alternate load path analysis) tests whether a building's structure can still stand if one of its columns is suddenly lost, whether from an explosion, an impact, or another extreme event. Rather than relying only on each individual element being strong enough, engineers simulate removing key columns one at a time and check whether the remaining structure can redistribute the loads that column was carrying, through the floor slabs and neighbouring columns, without collapsing. Buildings where such an event is a genuine risk factor, like embassies, are typically required to demonstrate this kind of robustness as part of their structural design.\"}}]}<\/script><div class=\"wp-block-uagb-faq-child uagb-faq-child__outer-wrap uagb-faq-item uagb-block-87a05934 \" role=\"tab\" tabindex=\"0\"><div class=\"uagb-faq-questions-button uagb-faq-questions\">\t\t\t<span class=\"uagb-icon uagb-faq-icon-wrap\">\n\t\t\t\t\t\t\t\t<svg xmlns=\"https:\/\/www.w3.org\/2000\/svg\" viewBox= \"0 0 448 512\"><path d=\"M432 256c0 17.69-14.33 32.01-32 32.01H256v144c0 17.69-14.33 31.99-32 31.99s-32-14.3-32-31.99v-144H48c-17.67 0-32-14.32-32-32.01s14.33-31.99 32-31.99H192v-144c0-17.69 14.33-32.01 32-32.01s32 14.32 32 32.01v144h144C417.7 224 432 238.3 432 256z\"><\/path><\/svg>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t\t\t\t<span class=\"uagb-icon-active uagb-faq-icon-wrap\">\n\t\t\t\t\t\t\t\t<svg xmlns=\"https:\/\/www.w3.org\/2000\/svg\" viewBox= \"0 0 448 512\"><path d=\"M400 288h-352c-17.69 0-32-14.32-32-32.01s14.31-31.99 32-31.99h352c17.69 0 32 14.3 32 31.99S417.7 288 400 288z\"><\/path><\/svg>\n\t\t\t\t\t\t\t<\/span>\n\t\t\t<span class=\"uagb-question\">What is a column-removal check, and why does it matter for building safety<\/span><\/div><div class=\"uagb-faq-content\"><p>A column-removal check (also called an alternate load path analysis) tests whether a building&#8217;s structure can still stand if one of its columns is suddenly lost, whether from an explosion, an impact, or another extreme event. Rather than relying only on each individual element being strong enough, engineers simulate removing key columns one at a time and check whether the remaining structure can redistribute the loads that column was carrying, through the floor slabs and neighbouring columns, without collapsing. Buildings where such an event is a genuine risk factor, like embassies, are typically required to demonstrate this kind of robustness as part of their structural design.<\/p><\/div><\/div><\/div>","protected":false},"author":6,"template":"","meta":{"_uag_custom_page_level_css":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center 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