{"id":1577,"date":"2017-09-25T15:09:47","date_gmt":"2017-09-25T15:09:47","guid":{"rendered":"http:\/\/buildsoftsupport.com\/?post_type=ht_kb&#038;p=1577"},"modified":"2023-01-17T13:32:32","modified_gmt":"2023-01-17T13:32:32","slug":"the-index-exceeds-matrix-dimensions-at-allcombinations-tallcombinations-getcombinationfromcombinationtree","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/nl\/knowledge-base\/the-index-exceeds-matrix-dimensions-at-allcombinations-tallcombinations-getcombinationfromcombinationtree\/","title":{"rendered":"Error: The index exceeds matrix dimensions at AllCombinations.TAllCombinations.GetCombinationFromCombinationTree"},"content":{"rendered":"<p>On calculation of the (cracked) deformation over time, following message appears:<\/p>\n<p><em>The index exceeds matrix dimensions.<\/em><br \/>\n<em>\u00a0\u00a0 at AllCombinations.TAllCombinations.GetCombinationFromCombinationTree(Int32 index)<\/em><br \/>\n<em>\u00a0\u00a0 at el_Bar.TModelBar.CalculateCrackedStiffness(Int32 Combination, Double Betha1, Double Betha2, Boolean DeformationAfterCreep, Boolean ExtendCracking, Boolean resetcracks)<\/em><br \/>\n<em>\u00a0\u00a0 at ServerHelper.TServerHelper.DetermineCrackedStiffness(@MetaTServerHelper Self, Double Betha1, Double Betha2, Boolean DeformationAfterCreep, Boolean ExtendCracking, Boolean resetcracks, Int32 comboIndex)<\/em><br \/>\n<em>\u00a0\u00a0 at ServerCalculations.TServerCalculator.DoTimeCombinations(IServerProgress spf)<\/em><\/p>\n<p><img decoding=\"async\" loading=\"lazy\" class=\" wp-image-1578 aligncenter\" src=\"http:\/\/buildsoftsupport.com\/wp-content\/uploads\/2017\/09\/diamonds_error_indexmatrix.png\" alt=\"\" width=\"496\" height=\"304\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_error_indexmatrix.png 540w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_error_indexmatrix-300x184.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_error_indexmatrix-50x31.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_error_indexmatrix-60x37.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_error_indexmatrix-35x21.png 35w\" sizes=\"(max-width: 496px) 100vw, 496px\" \/><\/p>\n<p><em>[NL]: De index ligt buiten de matrixgrenzen.<\/em><\/p>\n<p><em>[FR]: <span id=\"result_box\" class=\"short_text\" lang=\"fr\">L&#8217;indice d\u00e9passe les dimensions de la matrice<\/span><\/em><\/p>\n<h2 id=\"solution\">Solution<\/h2>\n<p>There is no combination for cracking defined:<\/p>\n<ul>\n<li>Go back the <strong>Loads\u00a0configuration\u00a0<img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone size-full wp-image-1778\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/10\/ButtonLoadsConfiguration.png\" alt=\"\" width=\"24\" height=\"27\" \/>\u00a0and click on\u00a0<img decoding=\"async\" loading=\"lazy\" class=\"img_inline alignnone size-full wp-image-1442\" src=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/08\/KnopLastengroepen.png\" alt=\"\" width=\"34\" height=\"33\" \/><\/strong><\/li>\n<li>Fill out the 2 columns <strong>t<sub>0 <\/sub><\/strong>and <strong>Combination for cracking<br \/>\n<\/strong><\/p>\n<ol>\n<li><strong>t<sub>0<\/sub><\/strong>: time at which the load applies to structure [days]<em>. <\/em>Example: 28 days is a typical value for the selfweight.<em><br \/>\n<\/em><\/li>\n<li><strong>Combination for cracking<\/strong>: reference combination for the cracking in time evaluation. Recommended is to take ULS RC 1 (NL: BGT ZC 1, FR: ELS CR 1), as all other evaluation of cracking in Diamonds is based on ULS RC.<\/li>\n<\/ol>\n<p><img decoding=\"async\" loading=\"lazy\" class=\"wp-image-1568 aligncenter\" src=\"http:\/\/buildsoftsupport.com\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime.png\" alt=\"\" width=\"594\" height=\"311\" srcset=\"https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime.png 862w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime-300x157.png 300w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime-768x402.png 768w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime-50x26.png 50w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime-60x31.png 60w, https:\/\/support.buildsoft.eu\/wp-content\/uploads\/2017\/09\/diamonds_loadgroups_defintime-35x18.png 35w\" sizes=\"(max-width: 594px) 100vw, 594px\" \/><\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>On calculation of the (cracked) deformation over time, following message appears: The index exceeds matrix dimensions. \u00a0\u00a0 at AllCombinations.TAllCombinations.GetCombinationFromCombinationTree(Int32 index) \u00a0\u00a0 at el_Bar.TModelBar.CalculateCrackedStiffness(Int32 Combination, Double Betha1, Double Betha2, Boolean DeformationAfterCreep, Boolean ExtendCracking, Boolean resetcracks) \u00a0\u00a0 at ServerHelper.TServerHelper.DetermineCrackedStiffness(@MetaTServerHelper Self, Double Betha1, Double Betha2, Boolean DeformationAfterCreep, Boolean ExtendCracking, Boolean resetcracks, Int32 comboIndex)&#8230;<\/p>\n","protected":false},"author":2,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[65,68],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/1577"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/comments?post=1577"}],"version-history":[{"count":3,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/1577\/revisions"}],"predecessor-version":[{"id":8364,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb\/1577\/revisions\/8364"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/media?parent=1577"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-category?post=1577"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/nl\/wp-json\/wp\/v2\/ht-kb-tag?post=1577"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}