[{"data":1,"prerenderedAt":79},["ShallowReactive",2],{"copy:newsletters:en":3,"newsletters:en:2021-11-29-xfem4u-output-calculation-reinforcement":54},{"seoTitle":4,"description":5,"ui":6,"label":9,"title":9,"lead":10,"listLabel":11,"filter":12,"types":22,"langTag":28,"meta":31,"notes":34,"nav":47,"cta":51},"Newsletters since 2015 · Struct4U","The Struct4U newsletters since 2015: new versions of XFEM4U, XFrame2D, XBeam2D and XConstruct, news, training and events, in English and Dutch.",{"home":7,"breadcrumb":8},"Home","Breadcrumb","Newsletters","The newsletters Struct4U sent to its users since 2015: new versions, new modules, news, training and events. Each one as it went out; the programs and prices have changed since.","All newsletters",{"label":13,"year":14,"allYears":15,"program":16,"allPrograms":17,"count":18,"countOne":19,"empty":20,"reset":21},"Filter the newsletters","Year","All years","Program","All programs","{n} newsletters","1 newsletter","No newsletter matches these filters.","Show all newsletters",{"release":23,"news":24,"training":25,"event":26,"notice":27},"Release","News","Training","Event","Notice",{"en":29,"nl":30},"English","Dutch",{"sent":32,"programs":33},"Sent","Programs",{"translatedFrom":35,"onlyIn":38,"onlyInShort":41,"dated":44,"outdatedPrices":45,"currentPrices":46},{"en":36,"nl":37},"Translated from English","Translated from Dutch",{"en":39,"nl":40},"This newsletter only appeared in English.","This newsletter only appeared in Dutch.",{"en":42,"nl":43},"In English","In Dutch","Struct4U newsletter, {date}:","The prices in this newsletter are out of date.","See the current prices",{"label":48,"older":49,"newer":50,"all":11},"More newsletters","Older","Newer",{"title":52,"text":53},"See what the software does today","Every check names its clause and shows the values that went in.",{"slug":55,"date":56,"type":57,"products":58,"outdatedPrices":60,"updatedAt":61,"lang":62,"onlyIn":63,"title":64,"summary":65,"description":65,"html":66,"translated":60,"image":67,"older":71,"newer":75,"sameTitle":78},"2021-11-29-xfem4u-output-calculation-reinforcement","2021-11-29","release",[59],"xfem4u",false,"2026-10-12T14:09:23Z","en",null,"XFEM4U - Output calculation reinforcement","XFEM4U 5.09.01 adds the detailed reinforcement calculation for plates, walls and shells to the output and improves moving and copying.","\u003Cp>There is a new release (version 5.09.01) available of our 3D program \u003Cem>XFEM4U\u003C\u002Fem>.\u003C\u002Fp>\n\u003Cp>\u003Ca href=\"\u002Fdownloads\u002F\">Click here\u003C\u002Fa> to install the new release.\u003C\u002Fp>\n\u003Cp>On \u003Ca href=\"\u002Fchangelog\u002F\">release notes\u003C\u002Fa> you will find an overview of all changes\u003C\u002Fp>\n\u003Cp>The most important new features:\u003C\u002Fp>\n\u003Ch2 class=\"nlm-rh\">\u003Cspan class=\"nlm-no\">1.\u003C\u002Fspan> \u003Cspan class=\"nlm-badge nlm-badge-new\">New\u003C\u002Fspan> Detailed calculation of reinforcement in plates, walls and shells\u003C\u002Fh2>\n\u003Cp>As you know, we have an effective and especially pleasant collaboration with \u003Cstrong>Prof. Johan Blaauwendraad\u003C\u002Fstrong> and \u003Cstrong>Dr. ir. drs. René Braam\u003C\u002Fstrong>.\u003C\u002Fp>\n\u003Cp>Johan and René have developed a calculation method with which reinforcement in a plate or shell can be designed efficiently. In the next issue of Cement (edition 2021\u002F8) an article is included in which this method is described in detail. This method of reinforcement design has been implemented in \u003Cstrong>XFEM4U\u003C\u002Fstrong> during the past year.\u003C\u002Fp>\n\u003Cp>What is new is that the detailed calculation of the decisive nodes per plate is automatically included in the output.\u003C\u002Fp>\n\u003Cp>The longitudinal reinforcement and shear reinforcement are automatically designed for strength (ULS) and also for cracking (SLS). At our request, \u003Cstrong>Prof. Johan Blaauwendraad\u003C\u002Fstrong> and \u003Cstrong>Dr. Ir. Dr. René Braam\u003C\u002Fstrong> also made the necessary verification calculations.\u003C\u002Fp>\n\u003Cp>\u003Cimg src=\"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F01-1000.webp?v=5a7f1ec34832\" srcset=\"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F01-800.webp?v=137208c08a73 800w, \u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F01-1000.webp?v=5a7f1ec34832 1000w\" sizes=\"(max-width: 760px) calc(100vw - 40px), (max-width: 924px) calc(100vw - 64px), 860px\" width=\"1000\" height=\"565\" alt=\"XFEM4U: geometry of a 300 mm thick plate with a finite element mesh, line supports and four column supports\" loading=\"eager\" decoding=\"async\">\u003C\u002Fp>\n\u003Cp>\u003Cimg src=\"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F02-1000.webp?v=500f737a60bd\" srcset=\"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F02-800.webp?v=ba66f5a40005 800w, \u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F02-1000.webp?v=500f737a60bd 1000w\" sizes=\"(max-width: 760px) calc(100vw - 40px), (max-width: 924px) calc(100vw - 64px), 860px\" width=\"1000\" height=\"565\" alt=\"XFEM4U: 3D colour plot of the m2 moments in the plate, with peaks at the four column supports\" loading=\"lazy\" decoding=\"async\">\u003C\u002Fp>\n\u003Cp>\u003Cimg src=\"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F03-986.webp?v=14d2d89920b2\" srcset=\"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F03-800.webp?v=950f316a3998 800w, \u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F03-986.webp?v=14d2d89920b2 986w\" sizes=\"(max-width: 760px) calc(100vw - 40px), (max-width: 924px) calc(100vw - 64px), 860px\" width=\"986\" height=\"438\" alt=\"XFEM4U output: detailed reinforcement calculation for the top layer of a plate, with formulas and values\" loading=\"lazy\" decoding=\"async\">\u003C\u002Fp>\n\u003Ch2 class=\"nlm-rh\">\u003Cspan class=\"nlm-no\">2.\u003C\u002Fspan> Moving and copying has been made even more intuitive\u003C\u002Fh2>\n\u003Cp>When moving and copying objects (nodes, beams, plates, etc.), you had to click on an existing node as a base point (starting point). This has been improved. You can now take any point as a base point. So also a non-existing point. Moving and copying has been made even more intuitive. (Helpdesk 1268 and 1277)\u003C\u002Fp>\n\u003Ch2 class=\"nlm-rh\">\u003Cspan class=\"nlm-no\">3.\u003C\u002Fspan> Calculating tensile rods\u003C\u002Fh2>\n\u003Cp>The iteration process with respect to the tensile rods in a geometrically nonlinear (GNL) analysis (final calculation) did not work properly in all situations, causing the calculation to stop and no results to be displayed. This has been improved. (Helpdesk 1284).\u003C\u002Fp>\n\u003Cp>In \u003Ca href=\"\u002Fchangelog\u002F\">release notes\u003C\u002Fa> you will find an overview of all changes.\u003C\u002Fp>\n\u003Cp>\u003Ca href=\"\u002Fdownloads\u002F\">Click here\u003C\u002Fa> to install the new \u003Cstrong>XFEM4U\u003C\u002Fstrong> version (5.09.01) immediately.\u003C\u002Fp>\n\u003Cp>To stay up to date with the latest developments you can follow us on \u003Ca href=\"https:\u002F\u002Fwww.linkedin.com\u002Fcompany\u002Fstruct4u\u002F\" rel=\"noopener noreferrer\">Linkedin\u003C\u002Fa>.\u003C\u002Fp>\n",{"src":68,"width":69,"height":70},"\u002Fnewsletters\u002Fimg\u002F2021-11-29-xfem4u-output-calculation-reinforcement\u002F01-1000.webp?v=5a7f1ec34832",1000,565,{"slug":72,"title":73,"date":74,"lang":62},"2021-11-14-onlinetrainingen","Online trainings","2021-11-14",{"slug":76,"title":64,"date":77,"lang":62},"2021-12-20-xfem4u-output-calculation-reinforcement","2021-12-20",1,1792702107248]