{"id":10141,"date":"2024-09-06T16:11:52","date_gmt":"2024-09-06T16:11:52","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&#038;p=10141"},"modified":"2026-07-16T14:27:03","modified_gmt":"2026-07-16T14:27:03","slug":"intro-validation-of-diamonds","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/intro-validation-of-diamonds\/","title":{"rendered":"Intro &#8211; validation of Diamonds"},"content":{"rendered":"<div class=\"su-tabs su-tabs-style-default su-tabs-mobile-stack\" data-active=\"1\" data-scroll-offset=\"0\" data-anchor-in-url=\"no\"><div class=\"su-tabs-nav\"><span class=\"\" data-anchor=\"EN\" data-url=\"\" data-target=\"\" tabindex=\"0\" role=\"button\">EN<\/span><span class=\"\" data-anchor=\"NL\" data-url=\"\" data-target=\"\" tabindex=\"0\" role=\"button\">NL<\/span><span class=\"\" data-anchor=\"FR\" data-url=\"\" data-target=\"\" tabindex=\"0\" role=\"button\">FR<\/span><\/div><div class=\"su-tabs-panes\"><div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"EN\">\n<p>The Diamonds results were extensively tested. The table of contents at the bottom of this article provides an overview of all tests already published. The list will expand in the future.<\/p>\n<p>Each test consists of:<\/p>\n<ul>\n<li>a description of the test<\/li>\n<li>the results of an independent source against which the Diamonds results were compared<\/li>\n<li>the Diamonds results<\/li>\n<li>the difference expressed in percent:\n<p class=\"ql-center-displayed-equation\" style=\"line-height: 43px;\"><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-a69ae4fd1ad913588ab943df4269679c_l3.png\" height=\"43\" width=\"412\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#091; &#92;&#116;&#101;&#120;&#116;&#123;&#112;&#101;&#114;&#99;&#101;&#110;&#116;&#32;&#100;&#105;&#102;&#102;&#101;&#114;&#101;&#110;&#99;&#101;&#125;&#61;&#92;&#108;&#101;&#102;&#116;&#40;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#68;&#105;&#97;&#109;&#111;&#110;&#100;&#115;&#32;&#114;&#101;&#115;&#117;&#108;&#116;&#115;&#125;&#125;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#73;&#110;&#100;&#101;&#112;&#101;&#110;&#100;&#101;&#110;&#116;&#32;&#114;&#101;&#115;&#117;&#108;&#116;&#115;&#125;&#125;&#32;&#45;&#49;&#92;&#114;&#105;&#103;&#104;&#116;&#41;&#92;&#99;&#100;&#111;&#116;&#49;&#48;&#48; &#92;&#093;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p>\n<\/li>\n<li>a reference to the independent source<\/li>\n<\/ul>\n<p>To organize the tests, each test is proceeded by a code according to the following principle:<\/p>\n<ul>\n<li>For analysis<br \/>\n<div class=\"su-table\">\n<table>\n<colgroup>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 10%\" \/> <\/colgroup>\n<thead>\n<tr>\n<th colspan=\"2\">Type of analysis<\/th>\n<th colspan=\"2\">Type of bahaviour<\/th>\n<th colspan=\"2\">Type of model<\/th>\n<th>No.<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Static<\/td>\n<td>S<\/td>\n<td>Linear<\/td>\n<td>L<\/td>\n<td>Discrete<\/td>\n<td>D<\/td>\n<td style=\"text-align: center\" rowspan=\"4\">01 to &#8230;<\/td>\n<\/tr>\n<tr>\n<td>Dynamic<\/td>\n<td>D<\/td>\n<td>Non-linear<\/td>\n<td>N<\/td>\n<td>Linear<\/td>\n<td>L<\/td>\n<\/tr>\n<tr>\n<td>Thermal<\/td>\n<td>T<\/td>\n<td colspan=\"2\" rowspan=\"2\"><\/td>\n<td>Surface<\/td>\n<td>S<\/td>\n<\/tr>\n<tr>\n<td colspan=\"2\"><\/td>\n<td>Assembly<\/td>\n<td>X<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/li>\n<li>For loads<br \/>\n<div class=\"su-table\">\n<table>\n<colgroup>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 30%\" \/>\n<col style=\"width: 10%\" \/> <\/colgroup>\n<tbody>\n<tr>\n<th colspan=\"2\">Scope<\/th>\n<th colspan=\"2\">Type of load<\/th>\n<th>Norm<\/th>\n<th>No.<\/th>\n<\/tr>\n<\/tbody>\n<tbody>\n<tr>\n<td rowspan=\"2\">Loads<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">L<\/td>\n<td>Snow<\/td>\n<td style=\"text-align: center\">S<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">Eurocode<br \/>\nAISC<br \/>\n&#8230;<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">01 to &#8230;<\/td>\n<\/tr>\n<tr>\n<td>Wind<\/td>\n<td style=\"text-align: center\">W<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/li>\n<li>For design<br \/>\n<div class=\"su-table\">\n<table>\n<colgroup>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 30%\" \/>\n<col style=\"width: 10%\" \/> <\/colgroup>\n<thead>\n<tr>\n<th colspan=\"2\">Scope<\/th>\n<th colspan=\"2\">Type of material<\/th>\n<th style=\"text-align: left\">Norm<\/th>\n<th>No.<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td rowspan=\"2\">Design<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">D<\/td>\n<td>Carbon steel<\/td>\n<td style=\"text-align: center\">S<\/td>\n<td style=\"text-align: center\" rowspan=\"4\">Eurocode<br \/>\nAISC<br \/>\n&#8230;<\/td>\n<td style=\"text-align: center\" rowspan=\"4\">01 to &#8230;<\/td>\n<\/tr>\n<tr>\n<td>Stainless Steel<\/td>\n<td style=\"text-align: center\">X<\/td>\n<\/tr>\n<tr>\n<td colspan=\"2\" rowspan=\"2\"><\/td>\n<td>Concrete<\/td>\n<td style=\"text-align: center\">C<\/td>\n<\/tr>\n<tr>\n<td>Timber<\/td>\n<td style=\"text-align: center\">T<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/li>\n<\/ul>\n<\/div>\n<div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"NL\">\nDe Diamonds resultaten werden uitvoerig getest. De inhoudstafel onderaan dit artikel geeft een overzicht van alle reeds gepubliceerde testen. Deze lijst zal zich in de toekomst nog uitbreiden.<\/p>\n<p>Iedere test bestaat uit (enkel beschikbaar in het Engels):<\/p>\n<ul>\n<li>een beschrijving van de vraagstelling (geometrie + materialen + randvoorwaarden + lasten)<\/li>\n<li>de oplossing voor de vraagstelling volgens een onafhankelijke bron. De Diamonds resultaten worden vergeleken met de resultaten van deze onafhankelijke bron<\/li>\n<li>de Diamonds resultaten<\/li>\n<li>het verschil uitgedrukt in procent.\n<p class=\"ql-center-displayed-equation\" style=\"line-height: 43px;\"><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-289468beea3496161187716afde4bd28_l3.png\" height=\"43\" width=\"444\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#091; &#92;&#116;&#101;&#120;&#116;&#123;&#112;&#114;&#111;&#99;&#101;&#110;&#116;&#32;&#118;&#101;&#114;&#115;&#99;&#104;&#105;&#108;&#125;&#61;&#92;&#108;&#101;&#102;&#116;&#40;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#68;&#105;&#97;&#109;&#111;&#110;&#100;&#115;&#32;&#114;&#101;&#115;&#117;&#108;&#116;&#97;&#116;&#101;&#110;&#125;&#125;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#79;&#110;&#97;&#102;&#104;&#97;&#110;&#107;&#101;&#108;&#105;&#106;&#107;&#101;&#32;&#114;&#101;&#115;&#117;&#108;&#116;&#97;&#116;&#101;&#110;&#125;&#125;&#32;&#45;&#49;&#92;&#114;&#105;&#103;&#104;&#116;&#41;&#92;&#99;&#100;&#111;&#116;&#49;&#48;&#48; &#92;&#093;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p>\n<\/li>\n<\/ul>\n<p>Om de testen te organiseren, wordt iedere test vooraf gegaan door een code die volgens onderstaand principe opgesteld werd:<\/p>\n<ul>\n<li>Voor analyse<br \/>\n<div class=\"su-table\">\n<table>\n<colgroup>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 10%\" \/> <\/colgroup>\n<thead>\n<tr>\n<th colspan=\"2\">Type analyse<\/th>\n<th colspan=\"2\">Type gedrag<\/th>\n<th colspan=\"2\">Type model<\/th>\n<th>No.<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>Statisch<\/td>\n<td>S<\/td>\n<td>Linear<\/td>\n<td>L<\/td>\n<td>Discreet (massa-veer)<\/td>\n<td>D<\/td>\n<td rowspan=\"4\">01 tot &#8230;<\/td>\n<\/tr>\n<tr>\n<td>Dynamisch<\/td>\n<td>D<\/td>\n<td>Non-linear<\/td>\n<td>N<\/td>\n<td>Linear (1D)<\/td>\n<td>L<\/td>\n<\/tr>\n<tr>\n<td>Thermisch<\/td>\n<td>T<\/td>\n<td colspan=\"2\" rowspan=\"2\"><\/td>\n<td>Oppervlak<\/td>\n<td>S<\/td>\n<\/tr>\n<tr>\n<td colspan=\"2\"><\/td>\n<td>Samenstelling (2D en 3D)<\/td>\n<td>X<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/li>\n<li>Voor lasten<br \/>\n<div class=\"su-table\">\n<table>\n<colgroup>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 30%\" \/>\n<col style=\"width: 10%\" \/> <\/colgroup>\n<tbody>\n<tr>\n<th colspan=\"2\">Toepassingsgebied<\/th>\n<th colspan=\"2\">Type of load<\/th>\n<th>Norm<\/th>\n<th>No.<\/th>\n<\/tr>\n<\/tbody>\n<tbody>\n<tr>\n<td rowspan=\"2\">Lasten<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">L<\/td>\n<td>Sneeuw<\/td>\n<td style=\"text-align: center\">S<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">Eurocode<br \/>\nAISC<br \/>\n&#8230;<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">01 tot &#8230;<\/td>\n<\/tr>\n<tr>\n<td>Wind<\/td>\n<td style=\"text-align: center\">W<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/li>\n<li>Voor dimensionering<br \/>\n<div class=\"su-table\">\n<table>\n<colgroup>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 25%\" \/>\n<col style=\"width: 5%\" \/>\n<col style=\"width: 30%\" \/>\n<col style=\"width: 10%\" \/> <\/colgroup>\n<thead>\n<tr>\n<th colspan=\"2\">Toepassingsgebied<\/th>\n<th colspan=\"2\">Type materiaal<\/th>\n<th style=\"text-align: left\">Norm<\/th>\n<th>No.<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td rowspan=\"2\">Dimensionering<\/td>\n<td style=\"text-align: center\" rowspan=\"2\">D<\/td>\n<td>Koolstof staal<\/td>\n<td style=\"text-align: center\">S<\/td>\n<td style=\"text-align: center\" rowspan=\"4\">Eurocode<br \/>\nAISC<br \/>\n&#8230;<\/td>\n<td style=\"text-align: center\" rowspan=\"4\">01 tot &#8230;<\/td>\n<\/tr>\n<tr>\n<td>Roestvast staal<\/td>\n<td style=\"text-align: center\">X<\/td>\n<\/tr>\n<tr>\n<td colspan=\"2\" rowspan=\"2\"><\/td>\n<td>Gewapend beton<\/td>\n<td style=\"text-align: center\">C<\/td>\n<\/tr>\n<tr>\n<td>Hout<\/td>\n<td style=\"text-align: center\">T<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/li>\n<\/ul>\n<\/div>\n<div class=\"su-tabs-pane su-u-clearfix su-u-trim\" data-title=\"FR\">\n<p>Les r\u00e9sultats de Diamonds ont \u00e9t\u00e9 largement test\u00e9s. La table des mati\u00e8res en bas de cet article donne un aper\u00e7u de tous les tests d\u00e9j\u00e0 publi\u00e9s (il n&rsquo;est pas exclu que cette liste s&rsquo;allonge dans le futur).<\/p>\n<p>Chaque \u00e9preuve comprend :<\/p>\n<ul>\n<li>une description de l&rsquo;essai (g\u00e9om\u00e9trie + mat\u00e9riaux + conditions aux limites + charges)<\/li>\n<li>les r\u00e9sultats d&rsquo;une source ind\u00e9pendante avec laquelle les r\u00e9sultats de Diamonds ont \u00e9t\u00e9 compar\u00e9s<\/li>\n<li>les r\u00e9sultats en Diamonds<\/li>\n<li>la diff\u00e9rence exprim\u00e9e en pourcentage:\n<p class=\"ql-center-displayed-equation\" style=\"line-height: 43px;\"><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-7e2015747cb210f1db3ef87227fcf8ec_l3.png\" height=\"43\" width=\"502\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#091; &#92;&#116;&#101;&#120;&#116;&#123;&#100;&#105;&#102;&#102;&eacute;&#114;&#101;&#110;&#99;&#101;&#32;&#101;&#110;&#32;&#112;&#111;&#117;&#114;&#99;&#101;&#110;&#116;&#97;&#103;&#101;&#125;&#61;&#92;&#108;&#101;&#102;&#116;&#40;&#92;&#102;&#114;&#97;&#99;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#82;&eacute;&#115;&#117;&#108;&#116;&#97;&#116;&#115;&#32;&#68;&#105;&#97;&#109;&#111;&#110;&#100;&#115;&#125;&#125;&#123;&#92;&#116;&#101;&#120;&#116;&#123;&#82;&eacute;&#115;&#117;&#108;&#116;&#97;&#116;&#115;&#32;&#105;&#110;&#100;&eacute;&#112;&#101;&#110;&#100;&#97;&#110;&#116;&#115;&#125;&#125;&#32;&#45;&#49;&#92;&#114;&#105;&#103;&#104;&#116;&#41;&#92;&#99;&#100;&#111;&#116;&#49;&#48;&#48; &#92;&#093;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p>\n<\/li>\n<\/ul>\n<\/div><\/div><\/div>\n<h2>Content<\/h2>\n<h4>Analysis<\/h4>\n<ul>\n<li>Static\n<ol>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-01\/\" target=\"_blank\" rel=\"noopener\">SLL 01: Fixed beam with various loads<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-02\/\" target=\"_blank\" rel=\"noopener\">SLL 02: Shear deformation in simply supported beam<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-03\/\" target=\"_blank\" rel=\"noopener\">SLL 03: Beam on three supports<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-04-torsion-on-a-stepped-cantilever\/\" target=\"_blank\" rel=\"noopener\">SLL 04: Stepped cantilever loaded with torsion<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-05\/\" target=\"_blank\" rel=\"noopener\">SLL 05: Bending of rigidly connected beams<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-06\/\" target=\"_blank\" rel=\"noopener\">SLL 06: Beam on elastic foundation<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-07\/\" target=\"_blank\" rel=\"noopener\">SLL 07: Beam on elastic foundation, simply supported ends<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-08-axial-force-in-eccentric-beam\/\" target=\"_blank\" rel=\"noopener\">SLL 08: Axial force in eccentric beam<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-09-unsymmetric-bending\/\" target=\"_blank\" rel=\"noopener\">SLL 09: Unsymmetric bending<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sll-10-stresses-in-l-section\/\" target=\"_blank\" rel=\"noopener\">SLL 10: Elastic stresses in L-section<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-01\/\" target=\"_blank\" rel=\"noopener\">SLX 01: Spacial structure with elastic supports<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-02\/\" target=\"_blank\" rel=\"noopener\">SLX 02: System of two bars and three hinges<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-03\/\" target=\"_blank\" rel=\"noopener\">SLX 03: Framework of articulated bars under concentrated load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-04\/\" target=\"_blank\" rel=\"noopener\">SLX 04: Hyperstatic porch loaded in the plane<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-frame-with-lateral-connections\/\" target=\"_blank\" rel=\"noopener\">SLX 05: Frame with lateral connections<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-in-plane-bending-of-an-arc\/\" target=\"_blank\" rel=\"noopener\">SLX 06: In plane bending of an arc<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-07\/\" target=\"_blank\" rel=\"noopener\">SLX 07: Out of the plane bending of an arc<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-08\/\" target=\"_blank\" rel=\"noopener noreferrer\">SLX 08: Simply supported thin arc under inplane bending<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-09\/\" target=\"_blank\" rel=\"noopener noreferrer\">SLX 09: Pre-stressed bar<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-10-global-imperfections\/\">SLX 10: Global imperfections<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-cantilever-rectangular-plate\/\" target=\"_blank\" rel=\"noopener\">SLS 01: Cantilever, rectangular plate under uniform load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-square-plate-under-uniform-load\/\" target=\"_blank\" rel=\"noopener\">SLS 02: Simply supported, square plate under uniform load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-circular-plate-under-uniform-load\/\" target=\"_blank\" rel=\"noopener\">SLS 03: Simply supported, circular plate under uniform load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-thin-cylinder-under-uniform-radial-pressure\/\" target=\"_blank\" rel=\"noopener\">SLS 04: Thin cylinder under a uniform radial load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-thin-cylinder-under-a-uniform-axial-load\/\" target=\"_blank\" rel=\"noopener\">SLS 05: Thin cylinder under a uniform axial load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-thin-cylinder-under-hydrostatic-pressure\/\" target=\"_blank\" rel=\"noopener\">SLS 06: Thin cylinder under a hydrostatic pressure<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-thin-cylinder-under-self-weight\/\" target=\"_blank\" rel=\"noopener\">SLS 07: Thin cylinder under its self-weight<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-thin-cylinder-under-point-loads\/\" target=\"_blank\" rel=\"noopener\">SLS 08: Thin cylinder under point loads<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-four-sides-simply-supported-plate-under-uniform-load\/\" target=\"_blank\" rel=\"noopener\">SLS 09: Four-sides simply supported plate under uniform load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-simply-supported-rectangular-plate-loaded-with-punctual-force-and-moments\/\" target=\"_blank\" rel=\"noopener\">SLS 10: Simply supported rectangular plate loaded with punctual force and moments<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-plate-under-perpendicular-shear\/\" target=\"_blank\" rel=\"noopener\">SLS 11: Plate under perpendicular shear<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ssl-12-stress-concentration-in-perforated-plate\/\" target=\"_blank\" rel=\"noopener\">SLS 12: Stress concentration in perforated plate<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ul>\n<ul>\n<li>Dynamic\n<ol start=\"33\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/mass-spring-system-with-2-degrees-of-freedom-eigen-modes\/\" target=\"_blank\" rel=\"noopener\">DLD 01: Mass-spring system with 2 degrees of freedom \u2013 eigen modes<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dld-02-mass-spring-system-with-2-degrees-of-freedom-modal-information\/\" target=\"_blank\" rel=\"noopener\">DLD 02: Mass-spring system with 2 degrees of freedom \u2013 modal information<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slender-short-beam-simply-supported-eigenfrequencies\/\" target=\"_blank\" rel=\"noopener\">DLL 01: Slender short beam \u2013 simply supported \u2013 eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slender-folded-beam-one-end-fixed-other-free-eigenfrequencies\/\" target=\"_blank\" rel=\"noopener\">DLL 02: Slender folded beam, one end fixed other free \u2013 eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-slender-beam-fixed-at-both-ends-with-different-inertia-dynamic-response\/\" target=\"_blank\" rel=\"noopener\">DLL 03: Slender beam fixed at both ends with different inertia &#8211; dynamic response<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dll-04\/\" target=\"_blank\" rel=\"noopener\">DLL 04: Slender beam simply supported subjected to axial load &#8211; eigen modes &#8211; global buckling<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slender-beam-cantilever-tapered-section-eigenfrequencies\/\">DLL 05: Slender beam \u2013 cantilever \u2013 tapered section \u2013 eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/cantilever-beam-with-eccentric-mass-eigenfrequencies\/\" target=\"_blank\" rel=\"noopener\">DLL 06 : Cantilever beam with eccentric mass &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/spacial-structure-eigenfrequencies\/\" target=\"_blank\" rel=\"noopener\">DLX 01: Spacial structrure &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-slender-frame-eigenmodes\/\" target=\"_blank\" rel=\"noopener\">DLX 02: Slender frame &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-planar-frame-dynamic-response\/\" target=\"_blank\" rel=\"noopener noreferrer\">DLX 03: Planar frame &#8211; dynamic response<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/thin-circle-fixed-at-two-points-eigen-frequencies\/\" target=\"_blank\" rel=\"noopener\">DLX 04: Thin circle &#8211; fixed at two points &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/thin-circle-fixed-on-elastic-plate-eigen-frequencies\/\" target=\"_blank\" rel=\"noopener\">DLX 05: Thin circle &#8211; fixed on elastic plate &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/thin-walled-tube-section-eigen-frequencies\/\" target=\"_blank\" rel=\"noopener\">DLX 06: Thin walled tube section \u2013 eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/cantilever-square-thin-plate-eigenfrequencies\/\" target=\"_blank\" rel=\"noopener\">DLS 01: Cantilever square thin plate \u2013 eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/validation-lozenge-shaped-thin-plate-with-one-edge-fixed-eigen-modes\/\" target=\"_blank\" rel=\"noopener\">DLS 02: Lozenge &#8211; shaped thin plate with one edge fixed &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dls-03\/\" target=\"_blank\" rel=\"noopener\">DLS 03: Rectangular thin plate &#8211; simply supported &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dls-04\/\" target=\"_blank\" rel=\"noopener\">DLS 04: Circular plate fixed at inner edge &#8211; eigenfrequencies<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dls-05-compressor-blade-thin-shell-eigenfrequencies\/\" target=\"_blank\" rel=\"noopener\">DLS 05: Compressor blade: thin shell &#8211; eigenfrequencies<\/a><\/li>\n<\/ol>\n<\/li>\n<li>Thermal\n<ol start=\"52\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/tll-01-beam-under-temperature-load\/\" target=\"_blank\" rel=\"noopener\">TLL 01: Beam under temperature load<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/tls-01\/\" target=\"_blank\" rel=\"noopener\">TLS 01: Plate under temperature load<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ul>\n<h3>Loads<\/h3>\n<ol>\n<li style=\"list-style-type: none;\">\n<ol start=\"54\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/lw-ec-01-wind-loads-on-duo-pitched-roof\/\" target=\"_blank\" rel=\"noopener\">LW EC 01: Wind loads on duo pitched roof<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ls-ec-01-snow-loads-on-duo-pitched-roof\/\" target=\"_blank\" rel=\"noopener\">LS EC 01: Snow loads on duo pitched roof<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<h3>Design<\/h3>\n<h4>Concrete<\/h4>\n<ol>\n<li style=\"list-style-type: none;\">\n<ol start=\"56\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-01-shear-reinforcement-in-beam\/\">DC EC 01: shear reinforcement in beam<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-02-longitudonal-reinforcement-in-beam-under-pure-bending\/\" target=\"_blank\" rel=\"noopener\">DC EC 02: longitudinal reinforcement in beam under pure bending (singly reinforced &#8211; ULS)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-03-longitudonal-reinforcement-in-column-under-pure-compression\/\">DC EC 03: longitudinal reinforcement in column under pure compresssion<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-04-cracked-deformation-in-beam-under-pure-bending-sls-design\/\">DC EC 04: cracked deformation in beam under pure bending (SLS design)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\">DC EC 05: longitudinal reinforcement in column under compression and bending (ULS)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-06-2nd-order-effect-in-a-column\/\">DC EC 06: 2nd order effect in a column<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-07-reinforcement-in-beam-shear-and-torsion-uls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 07: reinforcement in beam shear and torsion (ULS design)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-08-cracking-widths-in-beam-under-pure-bending-sls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 08: cracking widths in beam under pure bending (SLS design)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-09-shear-reinforcement-under-45-in-beam\/\" target=\"_blank\" rel=\"noopener\">DC EC 09: shear reinforcement (under 45\u00b0) in beam<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-10-stress-limites-in-beam-under-pure-bending-sls-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 10: stress limites in beam under pure bending (SLS)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-11-longitudonal-reinforcement-in-beam-under-pure-bending-doubly-reinforced-uls\/\" target=\"_blank\" rel=\"noopener\">DC EC 11: longitudinal reinforcement in beam under pure bending (doubly reinforced \u2013 ULS)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-12-longitudinal-reinforcement-in-beam-under-pure-bending-uls-fi-design\/\">DC EC 12: longitudinal reinforcement in beam under pure bending (ULS FI design)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-13-longitudinal-reinforcement-in-column-under-pure-compression-uls-fi-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 13: longitudinal reinforcement in column under pure compression (ULS FI design)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-14-longitudinal-reinforcement-in-a-plate-under-pure-bending-uls-fc-design\/\" target=\"_blank\" rel=\"noopener\">DC EC 14: longitudinal reinforcement in a plate under pure bending (ULS FC design)<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<h4>Steel<\/h4>\n<ol>\n<li style=\"list-style-type: none;\">\n<ol start=\"70\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-01-buckling-resistance-of-a-pinned-column-with-intermediate-restraints\/\" target=\"_blank\" rel=\"noopener\">DS EC 01: Buckling resistance of a pinned column with intermediate restraints<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-02-fire-design-of-unprotected-heb-column-exposed-to-the-standard-fire-curve\/\" target=\"_blank\" rel=\"noopener\">DS EC 02: Fire design of unprotected HEB column exposed to the standard fire curve (buckling)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-03-fire-design-of-protected-heb-column-exposed-to-the-standard-fire-curve\/\" target=\"_blank\" rel=\"noopener\">DS EC 03: Fire design of protected HEB column exposed to the standard fire curve (buckling)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-04-fire-resistance-of-a-welded-box-section\/\" target=\"_blank\" rel=\"noopener\">DS EC 04: Fire resistance of a welded box section (bending)<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-05-lateral-torsional-buckling-of-an-h-section\/\" target=\"_blank\" rel=\"noopener\">DS EC 05: Lateral torsional buckling of an H-section<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-06-buckling-and-lateral-torsional-buckling-method-1-of-an-h-section\/\">DS EC 06: Buckling y&rsquo; and lateral torsional buckling (Method 1) of an H-section<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ds-ec-07-buckling-y-and-lateral-torsional-buckling-method-2-of-an-i-section\/\" target=\"_blank\" rel=\"noopener\">DS EC 07: Buckling y&rsquo; and lateral torsional buckling (Method 2) of an I-section<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ol>\n<h4>Timber<\/h4>\n<ol>\n<li style=\"list-style-type: none;\">\n<ol start=\"77\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dt-ec-01-shear\/\" target=\"_blank\" rel=\"noopener\">DT EC 01: Shear verification<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dt-ec-02-lateral-torsional-buckling-constant\/\" target=\"_blank\" rel=\"noopener\">DT EC 02: Lateral torsional buckling<\/a><\/li>\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dt-ec-03-buckling-in-and-out-of-the-plane\/\">DT EC 03: Buckling in and out of the plane<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<p>Content Analysis Static SLL 01: Fixed beam with various loads SLL 02: Shear deformation in simply supported beam SLL 03: Beam on three supports SLL 04: Stepped cantilever loaded with torsion SLL 05: Bending of rigidly connected beams SLL 06: Beam on elastic foundation SLL 07: Beam on elastic foundation,&#8230;<\/p>\n","protected":false},"author":3,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1201],"ht-kb-tag":[1348],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10141"}],"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=10141"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10141\/revisions"}],"predecessor-version":[{"id":30559,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/10141\/revisions\/30559"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=10141"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=10141"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=10141"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}