Pilaster ( Modeling > F2 > 
Concrete > " Pilaster" )
Tool summary :
The Pilaster Edit window :
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To open this window :
- With the Default filter selected, double-click a pilaster.
- Add a pilaster .
On this page :
Also see :
- Modeling (where a concrete column can be added or edited)
- Pilaster (definition)
- Concrete Setup > Pilaster Templates (lists available pilaster templates)
- Pilaster Template Editor (setup window for editing/reviewing an individual template)
concrete | F2 > concrete / rebar > | pilaster | top
To add a pilaster :
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The Pilaster member is designed to interface with a concrete wall.
A single work point is all that is needed to locate a pilaster in a plan view .
In an elevation view , you can locate two points to add a pilaster. The lowest work point is the pilaster's bottom end.
Assuming that you want the pilaster to be flush to the wall, the work plane of the elevation view that you add the pilaster in should be flush to the wall. View > Section View may be the tool you want to use to create such a view.
You can add a pilaster in Modeling by pressing F2 to open the Member Type Selection window, then double-clicking " Pilaster ." After you locate one or two points as described above, the Pilaster Edit window opens.
On the Pilaster Edit window, select a " Template " then press " OK ."
The template that you select sets the plan dimensions of the pilaster and may include vertical continuous bars and horizontal ties.
concrete | F2 > concrete / rebar > | pilaster | top
| Pilaster properties |
Include vertical bars from template: or 
. This applies when dowels have been defined in the selected " Template ." This applies to the vertical reinforcing bars that run along the length of the concrete column. This does not apply to horizontal ties that are included in the template. Those ties can be added later, using Tie Zone .
If this box is checked (
If the box is not checked (
Max bar length: A distance (in the primary dimension " Units " or other units ). This distance applies when the option to " Include dowels from template " is checked.
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Max length >= length of run: If the " Max bar length " that is entered is greater than or approximately equal to the length of the rebar run, the rebar run will consist of a single rebar that is the required length. That required length is the difference between the bottom- and top-end " End elevation " minus two times the " End cover " distance that is defined in the Pilaster Template Editor .
Max length < length of run: If the " Max bar length " that is entered is less than the length of the rebar run and your entry is not overridden due to " Min bar length " being set to auto, the rebar run is broken into two or more rebar lengths, the first of which is (or are) the " Max bar length ."
Example: " Max bar length " results in each rebar run in the pilaster being divided into three rebar segments. The first two segments are the " Max bar length ." The third segment is the length that is required to complete the run.
Min bar length: AUTO or AUTO .
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Lap length: AUTO or AUTO . This applies when the runs of vertical rebar have been dividend into multiple rebar lengths to accommodate the " Max bar length ." A lap splice is a common way of splicing two reinforcing bars. In SDS2 Concrete or the SDS2 Concrete Station , lap splices that are within the same rebar run are modeled as a material clash between the two lengths of rebar that are being spliced. The length that the rebar clashes in the model is the " Lap length " that has been entered.
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| Entering an appropriate " Lap length " ensures that sufficient lengths of rebar are ordered to achieve a lap splice. As shown in this diagram, a lap splice that is within the same rebar run is modeled as a material clash. |
Bar division: None or Lap splice (bars inline) or Lap splice (bars offset) or Crank splice . These options determine if or how bars are spliced.
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| Bar division settings affect the length of rebar shape material. |
The ' None ' option prevents splices from being modeled. The rebar is modeled as a single length.
The ' Lap splice (bars inline) ' option models splices that accommodate the " Max bar length " and the " Overlap "; however, the splices are within the same rebar run and are modeled as clashing material.
The ' Lap splice (bars offset) ' option models splices that accommodate the " Max bar length " and the " Overlap ". The bars are offset so that their material does not clash.
The ' Crank splice ' option models splices that accommodate the " Max bar length " and the " Overlap ". The bars are within the same rebar run, but cranks are provided that conform to the " Crank length " options to prevent the bars from clashing.
Crank length: ratio or dimension . This option applies when " Bar division type " is ' Crank splice '.
' ratio ' specifies the ratio (expressed as a decimal number) of the crank length to bar size; that is, the crank length divided by the bar size. It follows that if you multiply the ratio by the bar size, you can calculate the resulting crank length:
Example using imperial units :
ratio = ' 6.0 '
bar size = #6 (i.e. 3/4", or 0.75 )
crank length = CC ÷ 0.75 = 6.0
C = 6.0 × 0.75
C = 4.5 , or 4 1/2"Example using metric units :
ratio = ' 6.0 '
bar size = #19 (i.e. 19 mm)
crank length = CC ÷ 19 = 6.0
C = 6.0 × 19
C = 114 mm' dimension ' specifies the crank length as a distance in the primary dimension " Units " or other units . This option allows the crank length to be entered directly.
concrete | F2 > concrete / rebar > | pilaster | top
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Member ------
End elevation: The elevation (in the primary dimension " Units " or other units ) of the work point at this end of the pilaster.
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Red-colored highlighting identifies an entry that is invalid. You need to change that setting, or you will not be able to close this window using " OK ." |
Warning : Both ends of a concrete column cannot have the same " End elevation ."If you added a concrete column by locating a single work point, the Z global coordinate of that work point is recorded as both the bottom-end " End elevation " and the top-end " End elevation ." You must change one or both of these entries, or the Pilaster program will disable the " OK " button.
Changing an " End elevation " adjusts the length of the pilaster. This will be reflected in both its solids model and its member line after you press " OK ." When you re-open this window, the " Volume (yards) " and " Total length " of the pilaster will be updated to reflect the " End elevation " change.
Extend dowels: or . This option is enabled when " Include dowels from template " is checked.
If this box is checked (
If the box is not checked (
Extension length: A distance (in the primary dimension " Units " or other units ). This distance applies when the option to " Extend dowels " is checked.
An extension length of ' 0 ' does not extend the vertical reinforcement bars (dowels). The reinforcement bars extend only to the bottom end cover of the pilaster, which is the same result that you would get if you were to uncheck the box for "
An extension length ' greater than 0 ' extends the vertical reinforcement bars that distance past the bottom end of the pilaster.
' No hook ' results in a straight rebar end.
' 90 ' results in a 90 degree hook at the end of the rebar.
' 180 ' results in a 180 degree hook at the end of the rebar.
Hook orientation: Up or down or Left or Right or Center In or Center Out or Horz. In or Horz. out or Vert. In or Vert. Out . This option applies when the Hook is ' 90 ' or ' 180 ' .
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| " Hook orientation " settings. In this example, a concrete column is shown whose column dowels lack " cranks ". The pictured UCS icon shows the relation of each orientation to the model's X, Y, and Z coordinates when the column " Rotation " is ' 0 ' degrees. |
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If this box is checked (
If this box is not checked (
l1, l2, and l3: A distance (in the primary dimension " Units " or other units ) for each segment of the crank. These options apply when ' Cranks ' is checked ( ).
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" l1 " and " l2 " and " l3 " are separate options. |
Tip: The dimension entered for " l2 " must be greater than the length of " l1 ".
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