Create shear only walls
Shear only walls provide resistance to in-plane lateral loads only.
You can model shear only walls over several story heights. In these cases, Tekla Structural Designer creates a single wall with a uniform thickness between the base and top level.
Tekla Structural Designer determines the location of the wall from the alignment specified in the shear only wall properties, and the selected insertion points.
Therefore, to apply wind loads, you must create additional wall panels in the same locations as the shear only walls.
Material type
The chosen material will only affect the weight of the wall. Whilst Shear only walls are most suited to masonry, three Material types are available:
-
Concrete
-
Timber
-
General
Geometric rules
- Shear only walls can only be created as rectangular in a vertical plane.
- They must be totally enclosed by members (concrete or steel), except at the base.
- Wall openings are ignored.
- Shear only walls cannot be included in cores.
Create shear only walls in a level view
Create shear only walls in a frame or structure view
Shear only wall properties
Select one or more shear only wall and then use the Properties window to view and modify their properties.
General | |
---|---|
Name | The automatically generated name. |
User Name | Can be used to override the automatically generated name if required. |
Top Level | Specifies the top level for the wall. |
Base Level | Specifies the bottom level for the wall. |
Wall Type | Shear Only Wall Note: Shear only
walls must be rectangular in a vertical plane.
|
Material Type |
Choice of:
|
AutomaticGenerate Support |
• Cleared - a support will only be created if the Generate support property is checked. • Checked - a support will only be created if no members/slabs capable of providing support exist under the wall. |
Generate support |
• Cleared - no support is created under the wall. • Checked - a support is created under the wall. Note: When a
support is created, a line support is formed under a
meshed wall, a point support under a mid-pier wall, and
a series of point supports under a bearing wall.
Note: When a
support is created, its degrees of freedom are as
specified in the ‘Wall support’ area of the wall
properties.
|
Plane | Indicates the grid along which the wall is placed. |
All panels | |
---|---|
Grade | The grades available here are set from the Materials button
on the Home ribbon. Note: The grade is only
required to specify the correct density to be used in the wall
self weight calculation. |
Thickness | The thickness of the wall. Note: The thickness is
only required for the wall self weight calculation.
|
Alignment |
Alignment of the wall:
|
Alignment offset | When the alignment is set to User it can be adjusted by specifying an exact offset. |
Spring stiffness | The stiffness to be used in the analysis. |
Live Load reduction [ACI/AISC], Imposed Load reduction [Other codes] | |
Override calculated value |
This option allows the user to specify their own percentage of load reduction to cater for situations where the automatically calculated value is inappropriate. |
UDA | |
---|---|
Name Finish Class Phase Note File |
A customizable list of the attributes that can be applied to individual members and panels. |