Modelling of 4th Floor
Floor plan layout and loading plan of 4th 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 & Select Graphically.
→ Circular & arbitrary & rectangular column
→ Column Hold Point
→ Walking column
→ Show Tributary
→ Shear wall & analytical wall
→ Shear wall opening
→ Beam & analytical beam
→ Area loading
→ Line loading
Go to 4th floor → Overlay
Select 4th floor linked drawing → Click OK
Drawing Slab
Go to Slabs spreadsheet
Draw main slab using slab edge command.
Go to 4th Floor → Copy From
Select Slabs (and openings) to copy
Select 6th/5th floor as source
Click Copy All
Draw remaining slab pieces using slab piece command.
Drawing Opening
Openings are the same with above floors, you can copy from above floors if you did not copy with slabs.
Go to 4th Floor → Copy From
Select openings to copy
Select 6th/5th floor as source
Click Copy All
Or
Draw the openings using Rectangular/Arbitrary commands.
Drawing Columns
Go to 4th Floor → Overlay
Select 3rd floor linked drawing
Unselect 4th floor linked drawing
Now you see the columns below for 4th floor.
All the rectangular and arbitrary columns except the walking column are the same with the floors above. 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 upper corners
Edit the depth as 24
This feature allows you to make changes quickly on drawings without deleting and redrawing the object. You can edit walking columns without deleting columns that are copied from another floor.
Click Circular Columns → select the center point of column then click on the perimeter to draw circular columns.
or you can draw all the columns manually.
Draw rectangular columns by using rectangular column command .
Draw arbitrary and rotated rectangular columns by using arbitrary column command .
Draw circular columns by using circular column command .
Drawing Shear Walls
You can copy the shear walls from 6th or 5th floor if you did not copy with the columns or you can draw shear walls manually.
Go to 4th Floor → Copy From
Select Shear walls object to copy
Select 6th 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 6th floors or you can draw the beams manually.
Go to 4th floor → Copy From
Select beams object to copy
Select 6th 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
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 4th floor is completed. Updated 3D view is shown below.