{"id":4380,"date":"2024-09-18T15:21:58","date_gmt":"2024-09-18T15:21:58","guid":{"rendered":"https:\/\/www.buildsoft.eu\/?post_type=reference-project&#038;p=4380"},"modified":"2026-07-29T13:04:28","modified_gmt":"2026-07-29T13:04:28","slug":"simac-ict-hq","status":"publish","type":"reference-project","link":"https:\/\/www.buildsoft.eu\/en\/reference-projects\/simac-ict-hq\/","title":{"rendered":"Simac ICT HQ"},"content":{"rendered":"\n<p>For the new Simac ICT Belgium headquarters in Haasrode, designed by Architects in Motion and built by Vanhout, Vestad modelled the raised, open concrete structure (a core, limited shear walls, and 40cm slabs on columns with no intermediate beams) in Diamonds, getting first results in under a day. The team relied heavily on Diamonds&#8217; practical reinforcement visualization, color-coding floor slabs to show at a glance where assigned reinforcement was sufficient and where more was needed, then checked crack widths and cracked deflections, accounting for concrete creep and load timing, before sharing reaction forces with the pile foundation team through Diamonds&#8217; reporting tools.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">The project<\/h2>\n\n\n\n<p>According to head of Vestad&#8217;s structural engineering department Patrick Jordaens, the new Simac ICT Belgium headquarters in the Haasrode Research Park is typical of many Vestad projects. As Patrick explains, &#8220;this building was designed by <a href=\"https:\/\/www.architectsinmotion.be\/\"><strong>Architects in Motion<\/strong><\/a>, while <a href=\"https:\/\/www.vanhout.be\/\"><strong>Vanhout<\/strong><\/a> is responsible for its realisation. The new 30-metre by 60-metre building has three floors: a car park on level -1 with two office floors and a warehouse above ground level.<\/p>\n\n\n\n<p>The most remarkable thing about the architectural design is that this building seems to be floating in space. Two factors are at play here. On the one hand, the superstructure is raised about one and a half metres above ground level, with parking space for cars available underneath. On the other hand, the concrete load-bearing structure has an open appearance. Apart from a concrete core and a limited number of shear walls (which together ensure the transfer of horizontal loads), this load-bearing structure consists solely of 40cm-thick slab floors supported directly (without any intermediate beams) by concrete columns. In combination with the raised superstructure, the open structure of the semi-underground car park creates the illusion of a floating building.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-a5331a9e wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"1300\" height=\"647\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra1.jpg\" alt=\"\" class=\"wp-image-6983\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra1.jpg 1300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra1-300x149.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra1-1024x510.jpg 1024w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra1-768x382.jpg 768w\" sizes=\"auto, (max-width: 1300px) 100vw, 1300px\" \/><figcaption class=\"wp-element-caption\"><em>New Simac ICT Belgium headquarters in Haasrode (\u00e3 Architects in Motion)<\/em><\/figcaption><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"440\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra2.jpg\" alt=\"\" class=\"wp-image-7008\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra2.jpg 800w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra2-300x165.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra2-768x422.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><figcaption class=\"wp-element-caption\"><em>Diamonds structural analysis model of the new Simac ICT office building\u2019s load-bearing structure<\/em>figcaption&gt;<\/figcaption><\/figure>\n<\/div>\n<\/div>\n\n\n\n<h2 class=\"wp-block-heading\">Building the analysis model in under a day<\/h2>\n\n\n\n<p>In this project, Vestad was entirely focused on the structural design of the office building\u2019s concrete structure. The 300 m<sup>2<\/sup> warehouse was constructed with precast concrete elements and was introduced as a permanent load in the Diamonds structural analysis model. That analysis model thus contains all the structural elements we just discussed: the concrete core, shear walls, floor slabs and columns &#8211; supplemented by a limited number of edge beams where the columns are very close to the floor slab edges.<\/p>\n\n\n\n<p>One of the many advantages of using Diamonds is that it takes very little time to arrive at the first results: it took us less than 1 day to work out the structural analysis model and get the analysis results. As an aside, we see this confirmed again and again every time a new colleague joins our team. Newcomers do not need more than a week, or a week and a half at most, to become very efficient with Diamonds.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Visual feedback for a practical reinforcement plan<\/h2>\n\n\n\n<p>But above all, Diamonds offers an excellent mix of ease-of-use and advanced analysis capabilities that make life easier for any structural engineer. In this project, we heavily used Diamonds&#8217; concrete design capabilities. We are not talking so much about the calculation of reinforcement sections (which Diamonds takes care of perfectly) but mainly about what you can do once those reinforcement sections have been calculated.<\/p>\n\n\n\n<p>To start with, you can very easily assign practical reinforcement quantities to any floor slab. Then, wherever the assigned practical reinforcement quantities are sufficient, the floor slab is visualized in a neutral colour. Finally, a colour scale indicates how much additional reinforcement is required in all other areas. Thanks to this visual feedback, it&#8217;s straightforward to work out a practical reinforcement plan quickly.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-a5331a9e wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"425\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra3.jpg\" alt=\"\" class=\"wp-image-6998\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra3.jpg 800w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra3-300x159.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra3-768x408.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><figcaption class=\"wp-element-caption\"><em>Practical reinforcement quantities being assigned to floor slabs of the new Simac ICT office building in Haasrode<\/em><\/figcaption><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"425\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra4.jpg\" alt=\"\" class=\"wp-image-7002\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra4.jpg 800w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra4-300x159.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra4-768x408.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><figcaption class=\"wp-element-caption\"><em><em>Overview of areas where additional reinforcement is required<\/em><\/em><\/figcaption><\/figure>\n<\/div>\n<\/div>\n\n\n\n<h2 class=\"wp-block-heading\">Checking crack widths and deflections, accounting for creep and load timing<\/h2>\n\n\n\n<p>Moreover, this practical reinforcement is taken into account in various checks. These include, first and foremost, the verification of crack widths (here, too, you can see at a glance the areas where crack width exceeds a limit value of 0.3 mm, for example) and cracked deflection. On top of that, Diamonds offers the possibility to account for the impact of creep when calculating cracked deflections and crack widths, or even to consider the timing of applying specific service loads.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-a5331a9e wp-block-columns-is-layout-flex\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\" style=\"padding-top:0;padding-right:0;padding-bottom:0;padding-left:0\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"425\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra6.jpg\" alt=\"\" class=\"wp-image-6990\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra6.jpg 800w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra6-300x159.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra6-768x408.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><figcaption class=\"wp-element-caption\"><em><em>Cracked deflection of floor slabs for the new Simac ICT office building in Haasrode<\/em><\/em><\/figcaption><\/figure>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image aligncenter size-full\"><img loading=\"lazy\" decoding=\"async\" width=\"800\" height=\"425\" src=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra5.jpg\" alt=\"\" class=\"wp-image-6994\" srcset=\"https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra5.jpg 800w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra5-300x159.jpg 300w, https:\/\/www.buildsoft.eu\/wp-content\/uploads\/2025\/07\/cbp_vestad_simac_extra5-768x408.jpg 768w\" sizes=\"auto, (max-width: 800px) 100vw, 800px\" \/><figcaption class=\"wp-element-caption\"><em><em>Crack width of floor slabs for the new Simac ICT office building in Haasrode<\/em><sub><br><\/sub><\/em><\/figcaption><\/figure>\n<\/div>\n<\/div>\n\n\n\n<h2 class=\"wp-block-heading\">Sharing results with the rest of the building team<\/h2>\n\n\n\n<p>In a project such as the new Simac ICT Belgium headquarters, we must work closely with all partners involved in the building process. It is, therefore, vital for us that we can easily share the results of our structural analyses when needed. Thanks to Diamonds&#8217; extensive reporting capabilities, for example, it becomes straightforward to share reaction forces with the team responsible for the design and realisation of the pile foundation. For us, Diamonds is a tool that allows us to play our full role as a partner in the building process.&#8221;<\/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\\\/simac-ict-hq\\\/\",\"mainEntity\":[{\"@type\":\"Question\",\"name\":\"How does color-coded reinforcement feedback speed up developing a practical reinforcement plan?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"Once you assign a practical, buildable reinforcement quantity to a floor slab, the question becomes where that quantity actually falls short of what the calculation requires. Rather than scanning tables of numbers slab by slab, a color scale shows that answer visually across the whole floor at once: neutral color where the assigned reinforcement is already sufficient, a graded scale showing exactly how much more is needed everywhere else. That turns a slab-by-slab checking exercise into something you can read at a glance, which is what let this reinforcement plan for the Simac ICT building come together quickly instead of through repeated manual iteration.\"}}]}<\/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\">How does color-coded reinforcement feedback speed up developing a practical reinforcement plan?<\/span><\/div><div class=\"uagb-faq-content\"><p>Once you assign a practical, buildable reinforcement quantity to a floor slab, the question becomes where that quantity actually falls short of what the calculation requires. Rather than scanning tables of numbers slab by slab, a color scale shows that answer visually across the whole floor at once: neutral color where the assigned reinforcement is already sufficient, a graded scale showing exactly how much more is needed everywhere else. That turns a slab-by-slab checking exercise into something you can read at a glance, which is what let this reinforcement plan for the Simac ICT building come together quickly instead of through repeated manual iteration.<\/p><\/div><\/div><\/div>\n\n\n<p><\/p>\n","protected":false},"author":1,"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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