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1

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

Tip

Verifies Foundation elevation operation

2

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

Tip

Verifies Mat Edge operation

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title3D view

4

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

Enter values in the figure for blank cell

Tip

Verifies Mat Piece operation

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title3D view

6

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.

Tip

Verifies Import pile caps Database

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It gives the properties of the selected templates on the right side of Database.

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

Tip

Verifies template values that can change.

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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.

Tip

Verifies Pile Cap Assign

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title3D view

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Enter the values in the table for the material and rebar values.

Go to Pile Caps spreadsheet, click Assign pile cap template. Select the Circular column as the object, click enter. Choose one of the templates you imported (P8 [40] )

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Info

Enter the elevation offset, pile embedment to soil values by looking at the screenshot.

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Click

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Pile Cap Edge button under Custom in Pile Cap

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.
Draw the pile cap edge. Enter the values

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in the figure.
Click on show from Show piles. Click on the Pile and assign the Pile to according to

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figure. Try changing the Pile diameter and cap depth data.

Name

Pile Compression Capacity (Kip)

Pile Tension Capacity (Kip)

Pile Shear Capacity (Kip)

Concrete Material

Rebar Material

Cap Depth (in)

Pile Diameter (in)

Kx (kip/in)

Ky (kip/in)

Kz Compression (kip/in)

Kz Tension (kip/in)

Pile Embedment to Cap (in)

C4 Pile Cap

360.00

360.00

360.00

Conc 5000psi

ASTM A615 Gr60

36

8.00

250.00

250.00

250.00

250

2

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Image Added

Image Added

Tip

Verifies creation custom pile caps and adjustment pile coordinates

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

Also check to Pile Template.

Image Added
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Verifies Custom pile caps spreadsheet operations

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title3D view
Image Added

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Warning

Pile Cap Piece part will be shared after necessary arrangements are made.

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15

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27. Go to the Footing spreadsheet and click the Import footing button. Check the imported values. Also define the Concrete Materials class.

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