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Join the longitudinal reinforcement of a column start to the reinforcement of the first span

An option has been added that allows users to select whether or not to overlap reinforcement at column starts at the foundations (“Column Definition” tab or “Beam Definition” tab > Project > General data > “By position” button > “Steel types in bars” dialogue box, “Columns, shear walls, walls and corbels” button > “Reinforcement arrangement” section, “Column start options” button).

When the reinforcement overlaps are placed half-way at the floor, this option allows users to not carry out the overlap with the starts at the foundation.