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Kolon tasarımının yapıldığı kısımdır. |
Ultimate forces on columns are calculated based on tributary analysis.
Column Schedule
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Figure 4
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Figure 4’de görülen “Run Tributary Analysis” butonuna tıklanarak tributary analizi gerçekleştirilir. |
Click “Run Tributary Analysis” as shown in Figure 4 to start analysis.
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Figure 5
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Analiz ile Figure 5’de görülen Column Schedule’deki ultimate force değerleri (her bir hücredeki mavi değerler) hesaplanır. |
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. Default analysis source of the ultimate forces is tributary analysis but different analysis source can be set in
Ultimate column forces from selected analysis source are displayed in blue in the column schedule
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Figure 5
Ultimate forces written in blue in column schedule are updated after the analysis as shown in Figure 5.
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If there is discontinuity in colum design lines, 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 6.Show if
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