Column design is performed in this section.
Column Schedule
Column size, rebar data, ultimate axial force acting on the column at each floor will be displayed in a table form in the drawing space as demonstrated in Figure 1. Default analysis source of the ultimate force is tributary analysis but different analysis source can be set from Column Schedule section.
Figure 1
Figure 2
If there is discontinuity in colum design line, a red point is created on the cell in spreadsheet. Move cursor over the red point to see load distribution fractions of load bearing vertical members neighboring to the discontinous column as demonstrated in Figure 2.
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