Design Settings > Design/Reporting Forces
Ignore forces for member design below
- are considered when designing steel and cast-in-place concrete members in Tekla Structural Designer
- are not considered when designing timber or precast members via Tekla Tedds
| Setting | Description |
|---|---|
|
Ignore Forces Below |
Allow you to specify appropriate negligible or nominal force levels to prevent 3D analysis from exposing small forces that are normally ignored in design. When the small forces in the 3D analysis are below the specified levels, they are ignored and the design in Tekla Structural Designerproceeds automatically. |
Ignore deflections for reporting
| Setting | Description |
|---|---|
|
Deflection |
Allow you to specify appropriate negligible deflections that are normally ignored. When all the deflection values on a diagram are below the specified level, the deflection diagram is not reported. |
Concrete beams (Eurocode only)
| Setting | Description |
|---|---|
|
Torsion force % of concrete resistance |
Allows you to limit the maximum design value of the torsional resistance moment (ΤRd,max) to a % of the concrete torsional resistance moment (TRd,c). |
Minimum brace force for reporting and connection design
- is considered when creating bracing forces reports/drawings in Tekla Structural Designer
- is considered when performing connection resistance checks in Tekla Structural Designer
- is considered when designing connections in Tekla Connection Designer, or IDEA StatiCa
- is not considered when designing steel braces in Tekla Structural Designer
- is not considered when designing timber or precast members via Tekla Tedds
These settings provide flexibility to control minimum design values used in the following:
- Member end force reports/drawings
- Connection resistance checks
- Export of connection forces to another application for design (Tekla Connection Designer or IDEA StatiCa)
| Setting | Description |
|---|---|
|
Axial force |
Click the links to see examples of how the minimum entered here is used in: |
Minimum beam end force for reporting and connection design
- are considered when creating member end force reports/drawings and foundation reaction reports/drawings in Tekla Structural Designer
- are considered when performing connection resistance checks in Tekla Structural Designer
- are considered when designing connections in Tekla Connection Designer, or IDEA StatiCa
- are not considered when designing steel and cast-in-place concrete members in Tekla Structural Designer
- are not considered when designing timber or precast members via Tekla Tedds
These settings provide flexibility to control minimum design values used in the following:
- Member end force reports/drawings
- Connection resistance checks
- Export of connection forces to another application for design (Tekla Connection Designer or IDEA StatiCa)
| Setting | Description |
|---|---|
|
Axial Force Minor Axis Shear Force Minor Axis Moment Major Axis Shear Force Major Axis Moment |
Click the links to see examples of how the minimums and rounding increments are used in: |
Brace/beam end rounding increments
- are considered when creating member end force reports/drawings and foundation reaction reports/drawings in Tekla Structural Designer
- are considered when performing connection resistance checks in Tekla Structural Designer
- are considered when designing connections in Tekla Connection Designer, or IDEA StatiCa
- are not considered when designing steel and cast-in-place concrete members in Tekla Structural Designer
- are not considered when designing timber or precast members via Tekla Tedds
These settings provide flexibility to control the rounding increments used in the following:
- Member end force reports/drawings
- Connection resistance checks
- Export of connection forces to another application for design (Tekla Connection Designer or IDEA StatiCa)
| Setting | Description |
|---|---|
|
Rounding Increment for Force Rounding Increment for Moment |
Click the links to see examples of how the minimums and rounding increments entered here are used in: |
Minimum foundation reactions for reporting and connection design
These settings provide flexibility to control minimum design values and rounding increments used in the following:
- Foundation reaction reports/drawings
- Connection resistance checks
- Export of connection forces to another application for design (Tekla Connection Designer or IDEA StatiCa)
| Setting | Description |
|---|---|
|
Foundation Reactions Axial Force Minor Axis Shear Force Minor Axis Moment Major Axis Shear Force Major Axis Moment |
Click the links to see examples of how the minimums and rounding increments entered here are used in: |
|
Rounding Increment for Force Rounding Increment for Moment |
Minimum design forces
- are considered when creating member end force reports/drawings and foundation reaction reports/drawings in Tekla Structural Designer
- are considered when performing connection resistance checks in Tekla Structural Designer
- are considered when designing connections in Tekla Connection Designer, or IDEA StatiCa
- are not considered when designing steel and cast-in-place concrete members in Tekla Structural Designer
- are not considered when designing timber or precast members via Tekla Tedds
These settings provide flexibility to control minimum design values and rounding increments used in the following:
- Member end force reports/drawings
- Foundation reaction reports/drawings
- Connection resistance checks
- Export of connection forces to another application for design (Tekla Connection Designer or IDEA StatiCa)
| Setting | Description |
|---|---|
|
Brace Force Axial Force |
Click the links to see examples of how the minimum entered here is used in: |
|
Beam End Forces Axial Force Minor Axis Shear Force Minor Axis Moment Major Axis Shear Force Major Axis Moment |
Click the links to see examples of how the minimums and rounding increments entered here are used in: |
|
Rounding Increment for Force Rounding Increment for Moment |
|
|
Foundation Reactions Axial Force Minor Axis Shear Force Minor Axis Moment Major Axis Shear Force Major Axis Moment |
Click the links to see examples of how the minimums and rounding increments entered here are used in: |
|
Rounding Increment for Force Rounding Increment for Moment |