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Refer also to the changes for below, which was distributed to only a limited number of users.
The bearing reactions shown in the Analysis diagrams for built-up beams made with custom sections, that is widths or depths not from the standard database, include the self-weight of the entire member multiplied by the number of plies, so that it is too large by the self-weight x ( n-plies -1) . This problem was a display issue only and did not affect bearing design. It has been corrected.