Content Comparison

Go to Column Design Lines from tree view.

Check that "Column Schedule" has been created in the CAD view.

Click Verify Selected and select columns in the figure.

Click run code check button and make sure selected column “C4” verified.

Click Verify All.

Make sure all column verified.

(Do not define vertical strips for arbitrary columns, cannot see analysis result in CAD view in C1 and C2 column)

Click Design Columns from Column Design Lines Spreadsheet.

Go to Names

under Column Design Lines from tree view.

Click Rename Clockwise button and enter “1”.

Check that column names have been renamed.

Go to C1 under Column Design Lines from tree view.

Click Column Design Line Data button and select Rebar Templates.

Click Draw Rebars and enter “2”.

Create rebar on each floor for column C1.

Click “Show Rebars” cell in Longitudinal Rebar for 1st floor.

Make sure a coordinate table is created. Also set rebar class “#8”

Make same steps for other floors.

Click “Show Stirrups” cell in Strrup for 1st floor.

Click Draw Stirrup button and draw stirrups as in the figure

Click “Closed Torsional” cell in Strrup for 1st floor.

Select marked points with red arrow.

Check torsional rebar has occurred in CAD view.

Click “X Group Rebars” and select marked points with red arrow.

Click “Y Group Rebars” and select marked points with blue arrow.

Click “Clear Groupped Rebar List” for 1st Floor.

Make sure clear X and Y rebars group list

Go to C3 under Column Design Criteria from tree view.

Click “Verify Selected” and select Roof Floor.

Check Passed of the Design State of selected columns

Click “Verify All”

Check Passed of the Design State all columns

Click Design Columns and make sure column Rebar is drawn in CAD view.

Go to “Axial Force Moment Design”

Check spreadsheet has been created. Arrange Roofs's Rebar count "5", rebar "#11" and diameter “27 in”

Check if Reinforcement Ratio value has changed. Click Verify All button and check CAD view changes

Go to Shear Torsion Design and check spreadsheet has been created.

Set values according as figure

Go to Design Properties and check spreadsheet has been created.

Set values according as figure

Go to Design Properties and check spreadsheet has been created.

Set values according as figure

Go to Tributary Area and check spreadsheet has been created.

Go to Tributary Force check spreadsheet has been created.

Click “Showing w/o LL Reduction” and check that LL wR values have changed

Go to Axial Force under Finite Result and check spreadsheet has been created.

Go to Shear Force Y under Finite Result and check spreadsheet has been created.

Go to Shear Force Z under Finite Result and check spreadsheet has been created.

Go to Moment Y under Finite Result and check spreadsheet has been created

Go to Moment Z under Finite Result and check spreadsheet has been created

Go to C4 under Design Criteria and click Design Columns.

Check ”Column Design Template and Tonnage (lb) value.

Set Column Design template if not assigned

Click Interaction Diagram and select 1st Floor from rectangular column

Click Show "Detailed Report" for roof and check Library components values.

Go to Column Design Lines and click Showing w/o DC.

Check spreadsheet values and colors

Go to Column Tonnage under General from spreadsheet.

Check spreadsheet has been created.

Go to Column Schedule under from spreadsheet.

Set Analysis Result Source to CSIEtabs.