Content Comparison

Go to Foundation in the from tree view. Enter Elevation feet as -5 feet. It will return to the Foundation step after completed Stories step.

Go to Stories in the from tree view. Click Add button and add 3 adding “3” floors. Enter 12-24-36 feet at the elevation of floors.

Choose 1st floor for all of them as a similar story. Place the 1st floor a drawing file.

Click Add button again.

"Enter a story no between 0 and 3 to define the story insertion point?"
Enter the value 3 in the question. This entered value asks which numbered floor we want to add.as 3

"How many stories do you want to create?" Enter the value 1 in the question.

Here we check the operation of the add floor button.

Copy all the data from the top line to the new added floorstory, manually enter the elevation value of as 48 feet and change New Stories' name to Roof.

Go to the 1st floor in under Stories from tree view. Check that if the values of the properties values are correct.

Call Display the Drawing file added to of the 1st floor to in the Cad CAD view by using overlay button.

Go to the Slab below 1st floor. Slab under Stories from tree view.

Draw Slab Edge on Cad CAD view according to overlay drawing. Enter data as in the screen shootfigure.

Click the Refresh Parametric Model button to update the model and check the 3D view.

Draw Slab Piece on Cad CAD view. Enter data as in the figure.

Click Refresh Parametric Model Button.

Click the Design Strip button. Draw a line for design strip.

Click yes for the question "Do you want to create same design strip definition for all stories?".

Go to Openings below under 1st floor from tree view. Draw the openings according to overlay drawing.

Have to draw Draw 1 Rectangular, 1 circleCircle, 1 Arbitrary Openings according to Cad viewOpening as seen in below view. Click Refresh Parametric Model Button.

Go to Shearwall below 1st floorunder 1st Floor from tree view. Draw Shearwall by using Shearwall button. Set material value. Click Refresh Parametric Model Button.

Enter value “1” in Hold Point cell.

Check if

hold point can be changed of the CAD view.

Go to the Analytical definition Definition tab under Shearwall . Draw an Analytical wall on Cad CAD view.

Make sure that a break point is formed on the horizontal wall.

Click the elevation views to see the horizontal view of the Shearwall.

Click on the wall opening. Have to draw rectangular, circular and arbitrary spaces opening on Shearwall.

Go to the Column below under 1st floor from tree view and draw rectangular column by using rectangular column button. Enter 45° 30° degree orientation angle.

Draw a circular column by using circular column button. Enter the bottom offset X=10 inch and Y=20 inch

Click the Arbitrary Column button, draw an Arbitrary column. Change the Hold point of column C2. Enter an orientation angle of 45° and 60° degrees in both C1 and C2 columns

You can enter remaining cells based on the figure.

Click the Show Tributary button. Check to see if an image appears on the BDS screen close to the area in the figureif tributary area of each column is the same or similar to the figure given.

Go to Beam below under 1st floor from tree view. Click draw beam button and draw the beam between 2 arbitrary columns.

Enter the Material class="Conc 4000psi" and Depth="24 inch" values into the cell.

Click the Beam Type cell to check the drawn beam type.
Check have "Gravity" and "Lateral" options.
Select the "Gravity" button

Go to the analytical line Analytical Line under Beams and draw the analytical line. Enter the width and depth values. Manually enter the break point right in the middle on beam

Click the Show Tributary button. Check the tributary area of the beam.

Go to Load below under 1st floor from tree view. Click area button and draw the area in the figureCAD view
Click line button and draw the line load in the screenshotCAD view.
Click point button create point load in screenshot

the CAD view

Have to select Load case for these these

loads according to figure

After all the values are entered in the cells, click the Refresh Load Distribution Factors button. Make sure the Geometric Distribution To column % value is 100%.

Right click on LG1 area load and click duplicate from the window.
You will see the duplicated 2nd Load that uses same area.

Set Load Case according to the figure below

Go back to the 1st floor under Stories. Click the Update similar stories button. Select all checkbox on the left side of the table. Select the 2nd floor checkbox on the right.

Click the Update similar stories button.

As seen in the figure, number of objects selected is written left side under Update Similar Stories button.

Go to the 3rd floor and click Copy From button.

Select all the checkbox in the Select objects to copy section. Select 1st floor in Select a source story. Click the copy all button.

Go to Roof and click Copy From. Select object to copy tab. Select Slabs, Openings, Columns objects.

Select 1st floor as the source story and click the Select Graphically button. Select the objects from the drawing and click enter.

Check if only selected objects are present in the overlay drawing.

Go to the 1st Floor click the Select Update Similar Stories tab. Select Shearwall, Load and beam objects at checkbox. Select

Roof as "Select Stories to Paste" and click the Select

in CAD button.

Select the

objects from the drawing and click enter.
Check if there are only selected objects in the overlay drawing.

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

Go to the Mat under Foundation

from tree view and click

Mat

.

Draw

Mat Edge

under Shearwall on CAD view.

Enter values in the

figure for blank

cell

Draw the Mat Piece for the Shearwall on CAD view.

Enter values in the figure to blank cell

Go to Pile Caps under Foundation from tree view and click Template.
Click Import pile caps button. Select checkbox as 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

under 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.

Image Added

Image Added

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

Also check to Pile Template.

Go to

Templates under Footing from tree view.

Click Import Footing. Check the imported

data and define

Concrete Materials class.

Go to Custom under Footing

from tree view and click Add.

Set

width and depth values

according the figure.

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

CAD view.

Set “C2 footing” to Footing Template.

Click “Add Footing” again. 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