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.
Figure 3
→ Click Verify All to verify all the columns in the project. This verificatiın may take sometime.
OR
→ Click Verify Selected and select columns from pop up window shown in Figure 4
→ Click Run Code Check to verify selected columns
Figure 4
→ Click Showing w/o DC button to see the maximum demand/capacity ratio of the verified columns in the spreadsheet illustrated in Figure 5
Figure 5
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