Adjusting Lamella for Glulam Sections in RFEM 6
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A standard scenario in timber member construction is the ability to connect smaller members by means of bearing on a larger girder member. Additionally, member end conditions may include a similar situation where the beam is bearing on a support type. In either scenario, the beam must be designed to consider the bearing capacity perpendicular to the grain according to the NDS 2018 (Sect. 3.10.2) and the CSA O86:19 (Clause 6.5.6 and 7.5.9). In the new generation RFEM 6 and Timber Design add-on, the added feature 'design supports' now allows users to comply with the NDS and CSA bearing perpendicular to the grain design checks.
RF-/TIMBER AWC Add-on Module for RFEM/RSTAB | Design of Timber Members According to ANSI/AWC NDS-2015 (US Standard)
RF-/JOINTS Timber - Timber to Timber Add-on Module for RFEM/RSTAB | Design of Direct Timber Connections According to Eurocode 5
RF-/TIMBER SANS Add-on Module for RFEM/RSTAB | Design of Timber Members According to SANS 10163 (South African Standard)
RF-/TIMBER CSA Add-on Module for RFEM/RSTAB | Design of Timber Members According to CSA 086 (Canadian Code)
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