Content Comparison

Go to Foundation in the tree view. Enter Elevation feet -5 feet.

Go to the Mat below Foundation and click the Mat.

Draw the Mat Edge between columns on CAD view.

Enter values in the figure for blank cell

Draw the Mat Piece for the Shear-Wall on CAD view.

Enter values in the figure for blank cell

Go to the Pile caps below Foundation and click the Template.
Click Import pile caps button. Check the boxes in the figure.
(40 Tonne P8-P9-P10-P11-P12) and click import.

Enter the values in the table for the material and rebar values.
Check that the values that can be changed can change

Go to Pile Caps below Foundation, click Assign Pile Cap Template. Select the Circular column as the object, click enter.

Set to Pile Template to P8 [40] and Pile Embedment Soil value 60 inch.

Click Pile Cap Edge button under Custom in Pile Cap.
Draw the pile cap edge. Enter the values in the figure.
Click on show from Show piles. Click on the Pile and assign the Pile to according to figure. Try changing the Pile diameter and cap depth data.

Adjust custom Pile caps name (ex: Pile Cap Test). Set to Pile Embedment Soil value 60 inch.

Also check to Pile Template.

Go to the Footing below foundation and click the Import footing. Check the imported values and define the Concrete Materials class.

Go to Custom below Footing and click Add.

Set width and depth values according the figure.

Go to the Footing and click the Add Footing button. Select C2 arbitrary column on CAD view.

Go to the Footing and click the Add Footing button. Select C4 rectangular column on CAD view.

Set imported template (F_60) to Footing Template.

If the drawing file is not overlayed, overlay the drawing file for Foundation. Go to the Foundation-Wall and click the Foundation-Wall button.
Enter Story Number:1 in the command line. Draw a Foundation-Wall so that it goes around the entire perimeter of the building.

Enter values in the figure into the blank cells.

Go to Foundation Loads.

Click the Area Load button. Draw an area load in Custom Footing.
Click on the line load button. Draw line load under Shear-Wall.
Choose the point load button. Add a point load to the rectangular column foundation.

Have to set Load case for all Loads according to figure