{"id":3491,"date":"2024-07-11T15:01:17","date_gmt":"2024-07-11T15:01:17","guid":{"rendered":"https:\/\/www.buildsoft.eu\/?post_type=reference-project&#038;p=3491"},"modified":"2026-07-28T14:01:55","modified_gmt":"2026-07-28T14:01:55","slug":"crematory-stuifduin","status":"publish","type":"reference-project","link":"https:\/\/www.buildsoft.eu\/en\/reference-projects\/crematory-stuifduin\/","title":{"rendered":"Crematory Stuifduin"},"content":{"rendered":"\n<p>Crematorium Stuifduin in Lommel was built through intensive BIM collaboration between a2o architecten, Groep Vanhout and Macobo on a single central model. Macobo used Diamonds to build a 3D model of the entire concrete structure including foundations, generating a practical reinforcement plan with slab and wall reinforcement nets, and calculating cracked deflections for the building&#8217;s considerable spans and cantilevers, all while recalculating full designs in minutes to keep the engineering team agile and involved early in the design process.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Improving engineering agility<\/h2>\n\n\n\n<p>As Macobo\u2019s Structural Design team leader, ing. Liesbeth Torfs is closely involved in highly diverse projects. She\u2019s more than happy to comment on some of the recent and current projects that her team has worked on. <\/p>\n\n\n\n<h2 class=\"wp-block-heading\">A challenging BIM collaboration on a central model<\/h2>\n\n\n\n<p>&#8220;Crematorium Stuifduin (Lommel, Belgium) is a beautiful example of a challenging project in which all partners (including&nbsp;<a href=\"http:\/\/www.a2o-architecten.be\/\" target=\"_blank\" rel=\"noreferrer noopener\">a2o architecten<\/a>,&nbsp;<a href=\"http:\/\/www.vanhout.be\/\" target=\"_blank\" rel=\"noreferrer noopener\">Groep Vanhout<\/a>&nbsp;and Macobo) collaborate intensively on a central BIM model&#8221;, according to Liesbeth Torfs.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">From a 3D concrete model to a practical reinforcement plan<\/h2>\n\n\n\n<p>&#8220;But the structural design of this building is quite a challenge as well,&#8221; Liesbeth continues. &#8220;Fortunately, the advanced 3D structural design analysis capabilities of BuildSoft&#8217;s Diamonds software have come in extremely handy. Starting from a 3D model of the entire concrete structure, including foundations, Diamonds has enabled us to come up with a practical reinforcement plan in a very short time. The ability to define reinforcement nets for slabs and walls is a convenient feature that significantly increases our productivity. It does not only visualize where additional reinforcement is required to achieve a good design, but it also informs us on the amount of additional reinforcement that is needed locally.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Calculating cracked deflections for large spans and cantilevers<\/h2>\n\n\n\n<p>The considerable spans and cantilevers that are typical for projects such as Crematorium Stuifduin, primarily impose special requirements related to maximum deformations of the building structure. That&#8217;s why Diamonds&#8217; capability to calculate cracked deformations of concrete elements, while considering the effective amount of reinforcement, has become part of our standard design procedure for concrete building structures. Our experience shows that in this way we can deliver a quality structural design that satisfies all building requirements in an economically sound manner.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Faster recalculation, earlier involvement in the design process<\/h2>\n\n\n\n<p>Calculation times are also a definite plus of Diamonds. Because Diamonds allows us to recalculate a structural design in just a matter of minutes, we firmly improve our agility as an engineering team. Much more than in the past, we are involved in the design process from the early stages \u2013 getting more opportunities to deliver input.&#8221;<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Fast onboarding for new team members<\/h2>\n\n\n\n<p>&#8220;Challenges can be very different from one project to another,&#8221; concludes Liesbeth Torfs. &#8220;Diamonds&#8217; great ease of use is essential to us in our day-to-day tasks as structural engineers. If a new colleague strengthens our team (and in a fast growing company like Macobo, that happens frequently), it only takes a few days at the most to get up to full speed with Diamonds. I don\u2019t know of any other structural design analysis software that makes this possible.&#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\\\/crematory-stuifduin\\\/\",\"mainEntity\":[{\"@type\":\"Question\",\"name\":\"Why does faster recalculation help engineers get involved earlier in a project's design?\",\"acceptedAnswer\":{\"@type\":\"Answer\",\"text\":\"When rerunning a structural analysis takes hours, engineers can only afford to check a design once the architect's plans are largely settled, since any change means a long wait for updated results. When a full recalculation takes minutes instead, engineers can test ideas and give feedback while the architectural design is still evolving, rather than only reacting to a finished plan. That shift, from checking a design after the fact to shaping it as it develops, is what lets a structural team have real influence over the outcome instead of just validating someone else's decisions.\"}}]}<\/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\">Why does faster recalculation help engineers get involved earlier in a project&#8217;s design?<\/span><\/div><div class=\"uagb-faq-content\"><p>When rerunning a structural analysis takes hours, engineers can only afford to check a design once the architect&#8217;s plans are largely settled, since any change means a long wait for updated results. When a full recalculation takes minutes instead, engineers can test ideas and give feedback while the architectural design is still evolving, rather than only reacting to a finished plan. That shift, from checking a design after the fact to shaping it as it develops, is what lets a structural team have real influence over the outcome instead of just validating someone else&#8217;s decisions.<\/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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Elleboog","author_link":"https:\/\/www.buildsoft.eu\/en\/author\/dorien\/"},"uagb_comment_info":0,"uagb_excerpt":"Crematorium Stuifduin in Lommel was built through intensive BIM collaboration between a2o architecten, Groep Vanhout and Macobo on a single [&hellip;]","_links":{"self":[{"href":"https:\/\/www.buildsoft.eu\/en\/wp-json\/wp\/v2\/reference-project\/3491","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.buildsoft.eu\/en\/wp-json\/wp\/v2\/reference-project"}],"about":[{"href":"https:\/\/www.buildsoft.eu\/en\/wp-json\/wp\/v2\/types\/reference-project"}],"author":[{"embeddable":true,"href":"https:\/\/www.buildsoft.eu\/en\/wp-json\/wp\/v2\/users\/6"}],"wp:attachment":[{"href":"https:\/\/www.buildsoft.eu\/en\/wp-json\/wp\/v2\/media?parent=3491"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}