Load Cases/Combinations
Select a desired load case or load combination.
Click to the right in order to enter a new load combination or to modify the existing one. (Refer to "Combinations")
Step
Specify the step for which the analysis results are to be produced. The Step is defined in geometric nonlinear analysis as Load Step, and additional steps are defined in the construction stages of high-rise buildings or heat of hydration analyses.
Note
The Construction Stage applicable for the output of the construction stage analysis is defined in Select Construction Stage for Display or Stage Toolbar.
Displacement
Display the maximum deformed shape of the model. (Activated after time history analysis).
Velocity
Display the maximum nodal velocities of the model. (Activated after time history analysis). The magnitudes of the velocities are diagrammatically represented as if the values were displacements.
Acceleration
Display the maximum nodal accelerations of the model. (Activated after time history analysis). The magnitudes of the accelerations are diagrammatically represented as if the values were displacements.
Absolute Acceleration
Display the maximum nodal absolute accelerations of the model. (Activated after time history analysis). The magnitudes of the absolute accelerations are diagrammatically represented as if the values were displacements.
Note1.
Difference between '(Relative) Acceleration' and 'Absolute Acceleration'
Acceleration (Relative) = Acceleration (Absolute) + Observer's Acceleration
As seen from the above expression, Relative and Absolute accelerations differ depending on the presence of Observer's acceleration.
Note2.
Above items become activated only when time history analysis has been performed.
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