{"id":9922,"date":"2023-07-13T09:45:26","date_gmt":"2023-07-13T09:45:26","guid":{"rendered":"https:\/\/support.buildsoft.eu\/?post_type=ht_kb&#038;p=9922"},"modified":"2024-05-02T15:20:05","modified_gmt":"2024-05-02T15:20:05","slug":"release-notes-concrete-plus","status":"publish","type":"ht_kb","link":"https:\/\/support.buildsoft.eu\/es\/knowledge-base\/release-notes-concrete-plus\/","title":{"rendered":"Release notes ConCrete (Plus)"},"content":{"rendered":"<ul>\n<li>Version 8.70 &#8211; 2\/05\/24<br \/>\nWhen the practical reinforcement for beams is shown in Diamonds, it will be taken into account when exporting the beam to ConCrete Plus.<\/li>\n<li>Version 8.60 &#8211; 26\/01\/24<br \/>\nBugfix in the shear reinforcement calculation:\u00a0when the load is applied on the top fibre, the contribution of distributed loads is reduced with z instead of d (see EN 1992-1-1 \u00a76.2.3 (5)\u200b)<\/li>\n<li>Version 8.55 &#8211; 07\/06\/2023<br \/>\nBugfix in the shear reinforcement calculation: when the load acts on the top fibre and V<sub>Rd,max<\/sub>\u00a0is exceeded in combination with vertical stirrups, then apply crossed stirrups.<\/li>\n<li>Version\u00a08.50 &#8211; 25\/04\/2023<br \/>\nBugfix: <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/why-are-there-2-creep-factors\/\" target=\"_blank\" rel=\"noopener noreferrer\">default creep factor for deformations<\/a> is now default set to 2 (instead of 1.29 wich came from E<sub>s<\/sub>\/E<sub>cm.28.creep<\/sub> = 15) to match Diamonds<br \/>\nBugfix: make help-file online accessible<br \/>\nBugfix: make ConCrete Plus remember the settings in some dialogs<\/li>\n<li>Version\u00a08.44 &#8211; 30\/08\/2022<br \/>\nBugfix in ConCrete Plus: representation of web reinforcement when the maximum bar length is exceeded<br \/>\nWeb reinforcement was divided into two and was no longer drawn correctly<\/li>\n<li>Version\u00a0 8.43 &#8211; 29\/07\/2022<br \/>\nBugfix in combination factor for wind and snow according to Eurocode 0<\/li>\n<li>Version\u00a08.42 &#8211; 19\/04\/2022<br \/>\nBugfix in the arrangement of the dialogs<\/li>\n<li>Version\u00a08.41 &#8211; 20\/12\/2021<br \/>\nBugfix in the shear reinforcement: when a point load acts on the top fibre, reduce the contribution of that point load to the shear reinforcement according to EN 1992-1-1\u00a0\u00a76.2.2 (6).<\/li>\n<li>Version\u00a08.40 &#8211; 22\/09\/2021<br \/>\nBugfix: shear reinforcement shown in the graph was not the same as the one shown in the reinforcement sketch<br \/>\nBugfix: shear reinforcement was not symmetrical<\/li>\n<li>Version\u00a08.31 &#8211; 07\/07\/2021<br \/>\nBugfix: avoid that intermediar supports can be removed in order to make two spans act as one span. If you want to join spans, you need to remove one (or more).<\/li>\n<li>Version\u00a08.21 &#8211; 14\/01\/2021<br \/>\nBugfix\u00a0in the ConCrete Plus &#8211; Tekla Structures link<\/li>\n<li>Version\u00a08.20 &#8211; 02\/12\/2020<br \/>\nBugfix ConCrete Plus: drawing stirrups from menu layout &gt; Comments<br \/>\nBugfix ConCrete: on calculation 2 phased beams with small height in first\u00a0phase<\/li>\n<li>Versie 8.19 \u2013 23\/10\/2020<br \/>\nBugfix for displaying maximum value in reinforcement sketch when having elements with different heights<\/li>\n<li>Versie 8.16 \u2013 20\/08\/2019<br \/>\nNew feature: The following hot keys were added:<br \/>\nF2: Load windows<br \/>\nF3: Diagrams<br \/>\nF4: Reinforcement sketch<br \/>\nF5: Check<br \/>\nF10: New beam<br \/>\nF11: New plate<br \/>\nF12: New hollow core slab<\/li>\n<li>Version\u00a08.15 \u2013 14\/06\/2019<br \/>\nNew feature: license options added for virtual environments<\/li>\n<li>Version\u00a08.14 \u2013 15\/05\/2019<br \/>\nBugfix in transfer of reinforcement from ConCrete to ConCrete Plus<\/li>\n<li>Version\u00a08.13 \u2013 26\/04\/2019<br \/>\nNew feature: transfer of <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/is-it-possible-to-change-the-point-line-or-plate-numbers\/\" target=\"_blank\" rel=\"noopener noreferrer\">label and comment<\/a> defined in Diamonds<\/li>\n<li>Version\u00a08.12 \u2013 18\/12\/2018<br \/>\nNew feature: make it possible to adjust the web reinforcement for transfer from ConCrete Plus to Tekla Structures<\/li>\n<li>Version\u00a08.10 \u2013 07\/08\/2018<br \/>\nNew feature: make it possible to disable afactor of 1.25 on V<sub>Rd,c<\/sub> when calculating plates and hollow core slabs.<\/li>\n<li>Versie 8.05 \u2013 19\/09\/2017<br \/>\nBug fix: improvements in ConCrete Plus for the drawing (or not) of the stirrups above a support<\/li>\n<li>Versie 8.03 \u2013 12\/05\/2016<br \/>\nBug fix: small improvements<\/li>\n<li>Version\u00a08.02 \u2013 28\/09\/2015<br \/>\nNew feature: no limitation in the numbre of hollow core slabs in the library<br \/>\nNew feature: make it possible to use decimal numbres for the diameter of reinforcement bars<\/li>\n<li>Version\u00a08.01 \u2013 15\/09\/2015<br \/>\nBug fix: small improvements to the hollow core module<\/li>\n<li>Version\u00a08.00 &#8211; 21\/08\/2015<br \/>\nBug fix: improvements to meet the NBN EN 1168 and NBN B21-605 requirements<br \/>\nNew feature: expansion of the concrete parameters<\/p>\n<ul>\n<li>division of creep factor into a <a href=\"https:\/\/support.buildsoft.eu\/knowledge-base\/why-are-there-2-creep-factors\/\" target=\"_blank\" rel=\"noopener noreferrer\">creep factor for deformations and one for stresses<\/a><\/li>\n<li>add flexural tensile strength<\/li>\n<li>add combination for cracking<\/li>\n<\/ul>\n<\/li>\n<\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Version 8.70 &#8211; 2\/05\/24 When the practical reinforcement for beams is shown in Diamonds, it will be taken into account when exporting the beam to ConCrete Plus. Version 8.60 &#8211; 26\/01\/24 Bugfix in the shear reinforcement calculation:\u00a0when the load is applied on the top fibre, the contribution of distributed loads&#8230;<\/p>\n","protected":false},"author":7,"comment_status":"closed","ping_status":"closed","template":"","format":"standard","meta":[],"ht-kb-category":[1238],"ht-kb-tag":[],"_links":{"self":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/9922"}],"collection":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb"}],"about":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/types\/ht_kb"}],"author":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/users\/7"}],"replies":[{"embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/comments?post=9922"}],"version-history":[{"count":2,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/9922\/revisions"}],"predecessor-version":[{"id":12852,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb\/9922\/revisions\/12852"}],"wp:attachment":[{"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/media?parent=9922"}],"wp:term":[{"taxonomy":"ht_kb_category","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-category?post=9922"},{"taxonomy":"ht_kb_tag","embeddable":true,"href":"https:\/\/support.buildsoft.eu\/es\/wp-json\/wp\/v2\/ht-kb-tag?post=9922"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}