Content Comparison

Go to Analysis. Under the AEC|BOLT tab, go to the Tributary section.
Click on Run Tributary Analysis. Analysis was done.

If you have a Live Load Reduction Load, "LLR" should appear in the 1st column.

Set "Do not Consider cut out if area is bigger 100 (ft²) rule" to "80". And make sure the value in the cell

Click the "Tributary Correction Factors" button under Tributary Analysis Setting.

Check see all the columns with live load reduction in this section.

In the C2 column in the 2nd row at spreadsheet, enter 1.10 to the "Tributary Area Factor" value.
Check the color change of the cell whose value has changed

Changes occurred in the "Changes After Last Code Check" cell because we made a change in Analysis Setting.

Click "View Changes" and check last change

Click the "Run Tributary Analysis" button again. After the analysis is finished, check that the "Last Analysis Time" value has changed.

Click the "Tributary Correction Factors" button again. And check that the changed value is present there.

Click the show button as in the figure and check the drawing created in CAD view.

Go to Global FE Model. Change the "Run Mesh" button from False to True.

Click the Generate Fem button. Check values in table and 3D view

Click Run Analysis and perform Analysis.

Set "Line Forces" to the bottom 1st cell.
Set Fy (Shear) to 2nd cell and Self Weight.CASE to 3rd cell.
Compare the image on the screen with the image in the figure.

Go to Mesh Setting (Slab) under Global FE Model. Set the value of Mesh Refinement to 500

Go to Mesh Setting (Shearwall).

Set the value of Mesh Refinement in X&Y to 500 for SW1 and FW-1

Go to FE Nodes in the tree view Check that FE Nodes table has been created

Go to FE Lines in the tree view Check that FE Lines table has been created

Go to FE Surfaces in the tree view Check that FE Surfaces table has been created