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I am using Autodesk SBD 2019 (Version 19.1.958.0) and am having issues with the pretensioned beam with a varying cross section. Previous versions of SBD use to calculate the self weight moment taking into account the varying cross section but this version calculates the self weight moment based purely on the section being analysed. For example for a certain position along the beam where the cross section changes the self weight moment is different depending on the section which is immediately either side of this point. The self weight moment instead at each point with differing sections either side should be equal. This results in weird transfer stress diagrams, inaccuracies in calculating elastic shortening losses and transfer deflections.
Solved! Go to Solution.