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 Tekla Structural Designer
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 Display analysis results
 The Load Analysis View
The Load Analysis View
The Load Analysis View
Analysis results for individual members and walls can be displayed in a Load Analysis View.
Open a Load Analysis View
 Rightclick the member whose loading and analysis results you want to view.
 In the context menu, select Open Load Analysis View.
Tekla Structural Designer opens the load analysis view and the Loading Analysis tab.
 In the Loading list, select the load case or combination whose results you want to view.
 Select the analysis type using the list in the Result Type group.
 If you are viewing the results for a load combination, in the Result Type group, select whether you want to view the results based on strength or service factors.
 In the Direction group, select the axis type (Axial, Major, or Minor).
Tekla Structural Designer displays the results according to the selected options. If necessary, you can control the results in the Properties window.
Load Analysis View properties for columns
Result Type: Axial
Property  Description 

Distance  The results can be reported at any position along the column, either by typing the distance directly into the Properties window, or, on the diagram, by dragging this slider to the position required. Note: For concrete columns only: If rigid zones have been applied, only the nonrigid length of the column is displayed in the loading analysis view.

Stack  Specifies the stack for which results are displayed. 
Axial force above  The axial force in the column immediately above the cross section at the distance specified. 
Axial force below  The axial force in the column immediately below the cross section at the distance specified. 
Axial force reduced above  The axial force in the column immediately above the cross section at the distance specified, taking into account imposed load reductions. 
Axial force reduced below  The axial force in the column immediately below the cross section at the distance specified, taking into account imposed load reductions. 
Torsion moment above  The torsion in the column immediately above the cross section at the distance specified. 
Torsion moment below  The torsion in the column immediately below the cross section at the distance specified. 
Show axial force  If cleared, the axial force diagram is removed from the view. 
Show axial force reduced  If cleared, the axial force diagram is removed from the view. 
Show torsion moment  If cleared, the torsion diagram is removed from the view. 
Show dimensions  If cleared, the dimensions are removed from the view. 
Show extremes  If cleared, the max and min values are removed from the view. 
Result Type: Major, Minor
Property  Description 

Distance  The results can be reported at any position along the column, either by typing the distance directly into the Properties window, or, on the diagram, by dragging this slider to the position required. Note: For concrete columns only: If rigid zones have been applied, only the nonrigid length of the column is displayed in the loading analysis view.

Stack  Specifies the stack for which results are displayed. 
Shear above  The major or minor shear force immediately above the cross section at the distance specified. 
Shear below  The major or minor shear force immediately below the cross section at the distance specified. 
Moment above  The major or minor moment immediately above the cross section at the distance specified. The Moments diagram is solid and shaded. 
Moment below  The major or minor moment immediately below the cross section at the distance specified. 
Ecc. Moment above  The major or minor moment due to eccentricity immediately above the cross section at the distance specified. The eccentricity moments diagram is dashed and unshaded. 
Ecc. Moment below  The major or minor moment due to eccentricity immediately below the cross section at the distance specified. 
Relative deflection  The relative deflection in the major or minor direction at the distance specified. 
Applied load above  The applied distributed load in the major or minor direction immediately above the cross section at the distance specified. 
Applied load below  The applied distributed load in the major or minor direction immediately below the cross section at the distance specified. 
Applied force  The applied point load in the major or minor direction at the distance specified. 
Applied moment  The applied moment in the major or minor direction at the distance specified. 
Show loading  If cleared, the loading diagram is removed from the view. 
Show shear  If cleared, the shear diagram is removed from the view. 
Show moment  If cleared, the moment diagram is removed from the view. 
Show relative deflection  If cleared, the relative deflections diagram is removed from the view. 
Show dimensions  If cleared, the dimensions are removed from the view. 
Show extremes  If cleared, the max and min values are removed from the view. 
Load Analysis View properties for beams
Result Type: Axial
Property  Description 

Distance  The results can be reported at any position along the beam, either by typing the distance directly into the Properties window, or, on the diagram, by dragging this slider shown below to the position required. Note: For concrete beams only: If rigid zones have been applied, only the nonrigid length of the beam is displayed in the loading analysis view.

Span  Specifies the span for which results are displayed. 
Axial force left  The axial force in the beam immediately to the left of the cross section at the distance specified. 
Axial force right  The axial force in the beam immediately to the right of the cross section at the distance specified. 
Torsion moment left  The torsion in the beam immediately to the left of the cross section at the distance specified. 
Torsion moment right  The torsion in the beam immediately to the right of the cross section at the distance specified. 
Relative angle of twist  The relative angle of twist (due to torsion) in the beam cross section, at the distance specified. 
Angle of twist derivative  A droplist allowing the selection of the derivative of angle of twist:
(This property is displayed for “Open” sections only). 
Angle of twist derivative left  The relative angle of twist (due to torsion) in the beam cross section, immediately to the left of the distance specified. (This property is displayed for “Open” sections only). 
Angle of twist derivative right  The relative angle of twist (due to torsion) in the beam cross section, immediately to the right of the distance specified. (This property is displayed for “Open” sections only). 
Show axial force  If cleared, the axial force diagram is removed from the view. (This property is only displayed if the Axial direction is selected.) 
Show torsion moment  If cleared, the torsion diagram is removed from the view. (This property is only displayed if the Axial direction is selected.) 
Show relative angle of twist  If cleared, the relative angle of twist diagram is removed from the view. 
Show angle of twist derivative  If cleared, the angle of twist derivative diagram is removed from the view. (This property is displayed for “Open” sections only). 
Show dimensions  If cleared, the dimensions are removed from the view. 
Show extremes  If cleared, the max and min values are removed from the view. 
Result Type: Major, Minor, (plus Major Principal and Minor Principal for angle sections)
Property  Description 

Distance  The results can be reported at any position along the beam, either by typing the distance directly into the Properties window, or, on the diagram, by dragging this slider shown below to the position required. Note: For concrete beams only: If rigid zones have been applied, only the nonrigid length of the beam is displayed in the loading analysis view.

Span  Specifies the span for which results are displayed. 
Shear left  The major or minor shear force immediately to the left of the cross section at the distance specified. 
Shear right  The major or minor shear force immediately to the right of the cross section at the distance specified. 
Moment left  The major or minor moment immediately to the left of the cross section at the distance specified. 
Moment right  The major or minor moment immediately to the right of the cross section at the distance specified. 
Relative deflection  The relative deflection in the major or minor direction at the distance specified. 
Applied load left  The applied distributed load in the major or minor direction immediately to the left of the cross section at the distance specified. 
Applied load right  The applied distributed load in the major or minor direction immediately to the right of the cross section at the distance specified. 
Applied force  The applied point load in the major or minor direction at the distance specified. 
Applied moment  The applied moment in the major or minor direction at the distance specified. 
Show loading  If cleared, the loading diagram is removed from the view. 
Show shear  If cleared, the shear diagram is removed from the view. 
Show moment  If cleared, the moment diagram is removed from the view. 
Show relative deflection  If cleared, the relative deflection diagram is removed from the view. 
Show dimensions  If cleared, the dimensions are removed from the view. 
Show extremes  If cleared, the max and min values are removed from the view. 
RSA Seismic Results in a Load Analysis View
Loading Analysis Views for 1st or 2nd Order RSA Seismic result types use the same rules as those applied to multimember Results Views for the same result types, i.e. as follows:
RSA Seismic Loadcases
 Combined (CQC) or Combined (SRSS)  depending on your choice in Analysis Options
 Absolute values are determined at various points along each member and then plotted on both the positive and negative side of the diagram, (so that the diagrams are always symmetrical about the base line).
 All relevant modes  a standard enveloped diagram is displayed
 RSA Torsion Loadcases  displayed as per 1st order linear analysis
 Static Loadcases included in the RSA Seismic Combination  displayed as per 1st order linear analysis
 Effective Seismic Weight Combination  not available
RSA Seismic Combinations
 Design Profile  derived from the Static+Seismic result, the Design Profile is always plotted on the same side of the base line as the Static Only result
 Static Only  displayed as per 1st order linear analysis
 Seismic Only  absolute values are determined at various points along each member and then plotted on both the positive and negative side of the diagram
 Static+Seismic  an envelope is drawn showing the seismic results above and below the static result.
 Base line is through the static values
 Top line is static value + seismic value
 Bottom line is static value  seismic value