{"id":31222,"date":"2024-09-06T16:11:52","date_gmt":"2024-09-06T16:11:52","guid":{"rendered":"https:\/\/support.buildsoft.eu\/knowledge-base\/introduction-validation-des-diamants\/"},"modified":"2026-08-20T14:57:27","modified_gmt":"2026-08-20T14:57:27","slug":"introduction-validation-des-diamants","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/fr\/knowledge-base\/introduction-validation-des-diamants\/","title":{"rendered":"Introduction &#8211; validation des diamants"},"content":{"rendered":"\n<p><\/p>\n\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. Cette liste s&rsquo;allongera \u00e0 l&rsquo;avenir.<\/p>\n\n<p>Chaque \u00e9preuve comprend :<\/p>\n\n<ul>\n<li>une description de l\u2019essai (g\u00e9om\u00e9trie + mat\u00e9riaux + conditions aux limites + charges)<\/li>\n\n\n\n<li>les r\u00e9sultats d\u2019une source ind\u00e9pendante avec laquelle les r\u00e9sultats de Diamonds ont \u00e9t\u00e9 compar\u00e9s<\/li>\n\n\n\n<li>les r\u00e9sultats en Diamonds<\/li>\n\n\n\n<li>la diff\u00e9rence exprim\u00e9e en pourcentage:<\/li>\n<\/ul>\n\n<p><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-960744aaedcc0288bf84a2a46bc18257_l3.png\" height=\"43\" width=\"502\" class=\"ql-img-displayed-equation quicklatex-auto-format\" alt=\"&#92;&#91;&#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;&#93;\" title=\"Rendered by QuickLaTeX.com\"\/><\/p><\/p>\n\n<ul>\n<li>une r\u00e9f\u00e9rence \u00e0 la source ind\u00e9pendante<\/li>\n<\/ul>\n\n<p><\/p>\n\n<p>Pour organiser les tests, chacun d&rsquo;entre eux est pr\u00e9c\u00e9d\u00e9 d&rsquo;un code selon le principe suivant :<\/p>\n\n<ul>\n<li>Pour l&rsquo;analyse<\/li>\n<\/ul>\n\n<figure class=\"wp-block-table\"><table><thead><tr><th colspan=\"2\">Type d&rsquo;analyse<\/th><th colspan=\"2\">Type de comportement<\/th><th colspan=\"2\">Type de mod\u00e8le<\/th><th>No.<\/th><\/tr><\/thead><tbody><tr><td>Statique<\/td><td>S<\/td><td>Lin\u00e9aire<\/td><td>L<\/td><td>Discret<\/td><td>D<\/td><td rowspan=\"4\">Du 01 au&#8230;<\/td><\/tr><tr><td>Dynamique<\/td><td>D<\/td><td>Non lin\u00e9aire<\/td><td>N<\/td><td>Lin\u00e9aire<\/td><td>L<\/td><\/tr><tr><td>Thermique<\/td><td>T<\/td><td colspan=\"2\" rowspan=\"2\"><\/td><td>Surface<\/td><td>S<\/td><\/tr><tr><td colspan=\"2\"><\/td><td>Assemblage<\/td><td>X<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<ul>\n<li>Pour les charges<\/li>\n<\/ul>\n\n<figure class=\"wp-block-table\"><table><thead><tr><th colspan=\"2\">Champ d&rsquo;application<\/th><th colspan=\"2\">Type de chargement<\/th><th>Norme<\/th><th>No.<\/th><\/tr><\/thead><tbody><tr><td rowspan=\"2\">Charges<\/td><td rowspan=\"2\">L<\/td><td>Neige<\/td><td>S<\/td><td rowspan=\"2\">Eurocode: [G1] ou [G2]<\/td><td rowspan=\"2\">Du 01 au&#8230;<\/td><\/tr><tr><td>Vent<\/td><td>W<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<ul>\n<li>Pour la conception<\/li>\n<\/ul>\n\n<figure class=\"wp-block-table\"><table><thead><tr><th colspan=\"2\">Champ d&rsquo;application<\/th><th colspan=\"2\">Type de mat\u00e9riau<\/th><th>Norme<\/th><th>No.<\/th><\/tr><\/thead><tbody><tr><td rowspan=\"2\">Dimensionnement<\/td><td rowspan=\"2\">D<\/td><td>Acier au carbone<\/td><td>S<\/td><td rowspan=\"4\">Eurocode [G1] ou [G2]<\/td><td rowspan=\"4\">Du 01 au&#8230;<\/td><\/tr><tr><td>Acier inoxydable<\/td><td>X<\/td><\/tr><tr><td colspan=\"2\" rowspan=\"2\"><\/td><td>B\u00e9ton<\/td><td>C<\/td><\/tr><tr><td>Bois<\/td><td>T<\/td><\/tr><\/tbody><\/table><\/figure>\n\n<h2 class=\"wp-block-heading\">Contenu<\/h2>\n\n<h4 class=\"wp-block-heading\">Analyse<\/h4>\n\n<ul class=\"wp-block-list\">\n<li>Statique\n\n\n<ol class=\"wp-block-list\">\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/slx-10-global-imperfections\/\">SLX 10: Global imperfections<\/a><\/li>\n\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\n<li><a rel=\"noopener\" href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/ssl-12-stress-concentration-in-perforated-plate\/\" target=\"_blank\">SLS 12: Stress concentration in perforated plate<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/sls-13-principal-forces-and-stresses-in-a-plate\/\" data-type=\"ht_kb\" data-id=\"31723\" target=\"_blank\" rel=\"noreferrer noopener\">SLS 13: Principal forces and stresses in a plate<\/a><\/li>\n<\/ol>\n<\/li>\n<\/ul>\n\n<ul class=\"wp-block-list\">\n<li>Dynamique\n\n\n<ol start=\"34\" class=\"wp-block-list\">\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\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\n\n\n<li>Thermique\n\n\n<ol start=\"53\" class=\"wp-block-list\">\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\n\n\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\n<h3 class=\"wp-block-heading\">Charges<\/h3>\n\n<ol start=\"55\" class=\"wp-block-list\">\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 [G1] 01: Wind loads on duo pitched roof<\/a><\/li>\n\n\n\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 [G1] 01: Snow loads on duo pitched roof<\/a><\/li>\n<\/ol>\n\n<h3 class=\"wp-block-heading\">Dimensionnement<\/h3>\n\n<h4 class=\"wp-block-heading\">B\u00e9ton<\/h4>\n\n<ol start=\"57\" class=\"wp-block-list\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-01-shear-reinforcement-in-beam\/\">DC EC [G1] 01: shear reinforcement in beam<\/a><\/li>\n\n\n\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 [G1] 02: longitudinal reinforcement in beam under pure bending (singly reinforced &#8211; ULS)<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-03-longitudonal-reinforcement-in-column-under-pure-compression\/\">DC EC [G1] 03: longitudinal reinforcement in column under pure compresssion<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-04-cracked-deformation-in-beam-under-pure-bending-sls-design\/\">DC EC [G1] 04: cracked deformation in beam under pure bending (SLS design)<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-05-longitudonal-reinforcement-in-column-under-compression-and-bending\/\">DC EC [G1] 05: longitudinal reinforcement in column under compression and bending (ULS)<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dc-ec-06-2nd-order-effect-in-a-column\/\">DC EC [G1] 06: 2nd order effect in a column<\/a><\/li>\n\n\n\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 [G1] 07: reinforcement in beam shear and torsion (ULS design)<\/a><\/li>\n\n\n\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 [G1] 08: cracking widths in beam under pure bending (SLS design)<\/a><\/li>\n\n\n\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 [G1] 09: shear reinforcement (under 45\u00b0) in beam<\/a><\/li>\n\n\n\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 [G1] 10: stress limites in beam under pure bending (SLS)<\/a><\/li>\n\n\n\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 [G1] 11: longitudinal reinforcement in beam under pure bending (doubly reinforced \u2013 ULS)<\/a><\/li>\n\n\n\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 [G1] 12: longitudinal reinforcement in beam under pure bending (ULS FI design)<\/a><\/li>\n\n\n\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 [G1] 13: longitudinal reinforcement in column under pure compression (ULS FI design)<\/a><\/li>\n\n\n\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 [G1] 14: longitudinal reinforcement in a plate under pure bending (ULS FC design)<\/a><\/li>\n<\/ol>\n\n<h4 class=\"wp-block-heading\">Acier<\/h4>\n\n<ol start=\"71\" class=\"wp-block-list\">\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 [G1] 01: Buckling resistance of a pinned column with intermediate restraints<\/a><\/li>\n\n\n\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 [G1] 02: Fire design of unprotected HEB column exposed to the standard fire curve (buckling)<\/a><\/li>\n\n\n\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 [G1] 03: Fire design of protected HEB column exposed to the standard fire curve (buckling)<\/a><\/li>\n\n\n\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 [G1] 04: Fire resistance of a welded box section (bending)<\/a><\/li>\n\n\n\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 [G1] 05: Lateral torsional buckling of an H-section<\/a><\/li>\n\n\n\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 [G1] 06: Buckling y&rsquo; and lateral torsional buckling (Method 1) of an H-section<\/a><\/li>\n\n\n\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 [G1] 07: Buckling y&rsquo; and lateral torsional buckling (Method 2) of an I-section<\/a><\/li>\n<\/ol>\n\n<h4 class=\"wp-block-heading\">Bois<\/h4>\n\n<ol start=\"77\" class=\"wp-block-list\">\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dt-ec-01-shear\/\" target=\"_blank\" rel=\"noopener\">DT EC [G1] 01: Shear verification<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dt-ec-02-lateral-torsional-buckling-constant\/\" target=\"_blank\" rel=\"noopener\">DT EC [G1] 02: Lateral torsional buckling<\/a><\/li>\n\n\n\n<li><a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/dt-ec-03-buckling-in-and-out-of-the-plane\/\">DT EC [G1] 03: Buckling in and out of the plane<\/a><\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"<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. Cette liste s&rsquo;allongera \u00e0 l&rsquo;avenir. Chaque \u00e9preuve comprend : &nbsp; &nbsp; Pour organiser les tests, chacun d&rsquo;entre eux est pr\u00e9c\u00e9d\u00e9 d&rsquo;un code selon le&#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\/31222"}],"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=31222"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/31222\/revisions"}],"predecessor-version":[{"id":31902,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb\/31222\/revisions\/31902"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/media?parent=31222"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-category?post=31222"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/fr\/wp-json\/wp\/v2\/ht-kb-tag?post=31222"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}