Modelling of 3rd Floor
Floor plan layout and loading plan of 3rd floor are shown below. We are going to use following features while modeling on this floor.
→ Overlay
→ Slab edge & slab piece
→ Slab opening
→ Copy from
→ Circular & arbitrary & rectangular column
→ Column Hold Point
→ Walking column
→ Shear wall & analytical wall
→ Shear wall opening
→ Beam & analytical beam
→ Area loading & duplicate
→ Line loading
If you do not see the reference drawing of 3rd floor;
Go to 3th floor → Overlay
Select 3th floor linked drawing → Click OK
Drawing Slab
Go to 3rd Floor → Copy From
Select Slabs (and openings) to copy
Select 4th floor as source
Click Copy All
Or
Draw main slab by using slab edge command
Draw slab pieces using slab piece command
Edit offset, thickness and clear cover properties of each slab object
Drawing Opening
All the openings in 4th floor are the same with 3rd floor you can copy them from above. Draw the extra openings shown below.
Go to 3rd Floor → Copy From
Select openings to copy
Select 4th floor as source
Click Copy All
Then
Draw extra openings using Rectangular command.
Drawing Columns
Go to 3rd Floor → Overlay
Select 2nd floor linked drawing
Unselect 3rd floor linked drawing
Now you see the columns below for 3rd floor.
All the columns except the walking column are the same with the 4th floor. But AEC | BOLT Building Design Suite allows you to edit the walking column section easily.
Click Copy From
Select Columns (and shear walls) to copy
Select 6th or 5th floor as source story
Click Copy All
Now you should edit the walking column section and draw the circular columns.
Go to Columns spreadsheet
Find the walking column in the spreadsheet
Edit the Hold point number to position the hold point of the colunm on the one of bottom corners
Edit the depth as 12
The hold point will remain fixed and the other points of the column will be re-positioned according to the width and depth.
Drawing Shear Walls
Shear walls are the same with the shear walls at 4th floor, thus they can be copied from 4th floor at the same time with the columns.
Go to 3rd Floor → Copy From
Select Shear walls object to copy
Select 4th floor as source story
Click Copy All
Update the project
Or draw the shear walls.
Go to Shear Walls
Click Shear Wall
Draw shear wall
Select the material of the shear wall
Go to Analytical Walls
Click Analytical Wall
Draw analytical lines
You must draw a straight line from mid point of one edge to mid point of other edge of shear wall. If shear wall is not straight you must draw analytical walls for each directions of shear wall parts.
Enter thickness of each analytical wall
Do not forget to draw shear wall opening which has the same dimensions with 6th floor.
Go to analytical wall which the opening will be drawn
Click elevation view
Click Wall Opening → select rectangle shape
You must consider point locations on plan and elevation view.
Draw a rectangular opening with dimensions above.
Click Show Story to go back to plan view.
Drawing Beams
You can copy beams from 4th floor or you can draw the beams manually.
Go to 3rd floor → Copy From
Select beams object to copy
Select 4th as source story
Click Copy All
When you copy beams, analytical beams are also copied.
Or
Go to Beams spreadsheet
Click Draw Beam
Draw beams from face of column/shear wall to face of column/shear wall
Enter the depth of the Beam
Select the material of the beam
Select beam type
If you draw beam manually, do not forget to draw analytical beams.
Go to Analytical Lines spreadsheet
Click Draw Analytical Beam
Draw the analytical beam line
Enter the width and depth of the analytical beam
While analytical beam line command is active, joint points shear walls are become visible. Drawing analytical beam lines using these joints will be more accurate for the generation of FE model.
If the line of analytical beam does not pass through the geometric center of the column, a secondary analytical line should be drawn between the column and analytical beam line.
You can start or end the line out of the beam polygon as long as middle point is inside the polygon borders.
When the analytical lines of beams or shear walls intersect, AEC | BOLT Building Design Suite creates break point joint on the intersection point.
Drawing Load Geometry
Load schedule of 4th and 3rd floor are the same. You can copy loads from 4th floor or you can draw load geometry manually.
Go to 3rd Floor → Copy From
Select Shear walls object to copy
Select 4th floor as source story
Click Copy All
Update the project
Or
Go to Loads
Click Area
Draw residential/terrace/corridor areas according to the loading schedule
You will add superimposed dead loads and live loads to the same areas but you do not need to draw again.
Right click on the areas in the spreadsheet
Duplicate areas
Select load cases appropriate to the loading schedule
Click Line
Draw facade load lines and parapet load lines
Select load cases of the line loads.
You can overlap load areas, AEC | BOLT Building Design Suite will calculate the sum of the loads. So you can reach 100 psf live load by intersection 40 psf live load and 60 psf live load area.
You can see the loading geometry by right clicking and selecting in the AutoCAD.
Modelling of 3rd floor is completed. Updated 3D view is shown below.