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1 | Go to Foundation in the tree view. Enter Elevation feet -5 feet. |
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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 |
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3 |
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4 | Draw the Mat Piece for the Shear-Wall on Cad view. Enter values in the figure for blank cell |
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5 |
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6 | Go to the Pile caps below Foundation and click the Template. |
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7 | Enter the values in the table for the material and rebar values. |
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8 | 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. |
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9 |
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10 | Click Pile Cap Edge button under Custom in Pile Cap. |
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11 | Adjust custom Pile caps name (ex: Pile Cap Test). Set to Pile Embedment Soil value 60 inch. Also check to Pile Template. |
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12 |
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13 |
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Tip | 15 | |||||||
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Tip |
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Go to the Footing |
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below foundation and click the Import footing |
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. Check the imported values |
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and define the Concrete Materials class. |
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15 |
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16 |
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Go to Custom |
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below Footing |
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and click Add. Set |
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width and depth values |
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according the figure. |
Concrete Material
Rebar
Width (ft)
Depth (ft)
Thickness (ft)
Soil Capacity (tsf)
Rebar Count(X Dir.)
Rebar Count(Y Dir.)
Clear Cover (in)
Outer Rebar Direction
C2 footing
Conc 5000psi
#6
12.00
10.00
10.00
6.00
6
6
3.00
Direction1
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17 | Go to the Footing |
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and click the Add Footing button. Select C2 arbitrary column on |
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Info |
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Check 3D view in BDS |
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Cad view |
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18 |
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19 | If the drawing file is not overlayed, overlay the drawing file for Foundation. Go to the Foundation-Wall |
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and click the Foundation-Wall button. |
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Enter values in the |
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figure into the blank |
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cells. |
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20 |
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21 |
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22 |
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Go to Foundation Loads. Click the Area Load button. Draw an area load in Custom Footing. |
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Have to set Load case for all Loads according to figure |
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Info |
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You must choose a case for all Loads. |
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