Sample C1 C n column design line spreadsheets will be introduced in this section.
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This spreadsheet indicates the columns at each floor in the C1 C n design line. Verification of the column design state is performed from column design line data spreadsheet.
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→ Click Interaction Diagram and select a column to see the interaction diagram of the column.
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Axial Force Moment Design
Axial reinforcement design of the columns are made from this spreadsheet.
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Rebar detailings in the section drawings at each floor will be updated according to the entered data as illustrated in Figure 5.
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Shear Torsion Design
Shear and torsional reinforcement design of the column is made from this spreadsheet.
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Rebar Templates spreadsheet is more handy for arbitrary columns shear torsion design.
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Design Properties
General properties that affect the column design can be set from this spreadsheet as illustrated in Figure 7.
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Figure 7
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Reinforcement Properties
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Figure 8
→ Clear cover to stirrup must be entered in this spreadsheet as demonstrated in Figure 8.
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Rebar Templates
Reinforcement detailings of arbitrary columns are defined from this spreadsheet. Also custom detailing of rectangular or circular columns can be created from this spreadsheet.
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Also reducible live load area at each floor is listed in the spreadsheet. See Live Load Reduction for more information about live load reduction.
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Tributary Forces
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Figure 11
Tributary analysis results of C1 column design line are available in tributary forces spreadsheet.
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Load Classes and load cases used in numerical example are as follows;
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Figure 12
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Figure 13
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