![]() For more information please see Product Bulletin PBTSD-2303-02. This could result in lower and hence unconservative seismic base shear and seismic lateral loading. In the following specific circumstances, the automatically calculated Effective seismic structure mass (seismic weight for US code) was incorrect and too low 1) One or more columns and/ or walls were supported by transfer beams or a transfer slabs which in turn were supported directly by a supports in the model at the transfer level AND 2) this transfer level was not set in the Seismic Wizard as the level for “Ignore seismic in floor (and below)”. Seismic Analysis & Design - All Regional Codes - Incorrect Effective seismic structure mass/ weight For more information please see Product Bulletin PBTSD-2303-01. As part of the load analysis post-processing in rare circumstances member loads applied to beams, truss top/bottom members, steel joists, or analysis elements could be incorrectly ignored or double-counted. This issue relates to the analysis results for members within rigid diaphragms. Analysis Results - potentially incorrect results for members in rigid diaphragms with member loads applied We are aware that many users may not install the service packs and so, for completeness, enhancements in 2022 Service Packs are also included here. We deliver new features and enhancements in Service Packs as well as the main annual release. Design code specific information Expand.Get familiar with Tekla Structural Designer Expand.Installation and licensing workflow Expand.Composite beams - new Sigmat closed ends steel decking & design enhancements.Timber design using Tekla Tedds enhancements.New - design of slender flexural classification hollow sections - US regional code.Enhanced fire check - steel columns & automatic calculation of load reduction factor - Eurocode.Steel connections - enhanced IDEA StatiCa® link & new bracing connection type. ![]()
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