Sub models
Any structure can be split into a continuous series of sub-models working from the top of the building down to and including the foundations. Sub-models are used in:
- Grillage chasedown (no slabs)
- FE chasedown (with FE slabs)
- Slab deflection analysis
In addition, they may also be used with different support conditions in FE load decomposition (with FE slabs).
If they don't already exist, sub models are automatically created for every level specified as a Floor in the Construction Levels dialog box at the point when a chasedown analysis is initiated.
Tekla Structural Designer performs chasedown analyses one sub model at a time. The topmost sub model is analyzed first, and then its support reactions are applied as loads for the analysis of the sub model below. The sequence continues until all sub models have been analyzed down to the foundation level.
Slab mesh parameters can be specified individually for each sub model if required.
You can also define sub models manually in the Sub Models dialog box and you can modify the default support conditions applied to individual sub-models, if necessary.
Definitions of sub model characteristics
-
Sub model: a part of the 3D model between two horizontal sub model divide planes.
Each sub model contains all members entirely between the two horizontal planes. For the columns, wall and braces split by a divide plane, the stacks and brace length above the top plane are included in the sub model, as are the stacks and brace length below the lower plane.
-
Sub model divide planes: horizontal planes that you can add, delete or move in the 3D structure. Sub model divide planes are notional and infinite. Tekla Structural Designer only allows the planes to cut through the structure where they only split the following members:
-
Column stacks
-
Wall stacks
-
Steel braces
-
-
Sub model supports: the artificial supports that Tekla Structural Designer defines for the column and wall stack ends and braces that pass through the divide planes
-
Structure supports: the supports that the user has defined in the 3D structure
-
Column and wall stacks: the span length of a column or wall.
-
Volume of the sub model: the 3D space that exists between any two adjacent sub model divide planes.
Basic rules of sub models
-
Each member in the 3D model is in at least one sub model.
-
A sub model cannot contain a member that is already in another sub model, unless that member is a column, wall, or brace divided by a sub model divide plane.
-
A sub model must contain at least one beam member, one truss member, or one slab item.
Create sub models
Open a 3D view of a sub model
Delete sub models
Sub Model Properties
Select a sub model and then use the Properties window to view its properties.
Property | Description |
---|---|
Override model's |
Select this check box in order to override the Structure meshing properties in the current sub model. |
Shell Mesh Size |
Defines the shell mesh size for two way spanning slabs in the sub model. |
Shell Uniformity Factor |
Defines the shell mesh uniformity factor for two way spanning slabs in the sub model. |
Slab Mesh Type | Defines the shell mesh type used in the
sub model. These options are:
|
Semi-Rigid Mesh Size |
Defines the semi-rigid mesh size when slabs are modeled as semi-rigid diaphragms in the sub model. |
Semi-Rigid Uniformity Factor |
Defines the semi-rigid uniformity factor when slabs are modeled as semi-rigid diaphragms in the sub model. |
Semi-Rigid Mesh Type |
Defines the semi-rigid mesh type when slabs are modeled as semi-rigid diaphragms in the sub model. The options are:
|