Truck/Train Load
Control Option
Set the method of performing moving
load analysis using vehicular loads and the method of applying
loads.
Analysis
Method
Set the moving load analysis method.
Load
Point Selection Method
Set the selection method for application location of vehicular
loads.
Influence
Dependent Point
This is a method which controls the vehicular loads in a moving
load analysis according to the influence values.
Maximum
value(+): From the locations of the applied loads only
the loads that result in positive influence values are used in
the computation.
Minimum
value(-): From the locations of the applied loads, only
the loads that result in negative(-) influence values are used
in the computation.
This method is used for general vehicular
loading and yields results larger than that from the All Points
method because the loads are controlled according to the influence
values.
All
Points
This is a method which analyzes the structure for applied vehicular
loads in the moving load analysis at all locations without controlling
the influence values.
The method is used for train loading
and yields results smaller than that from the Influence Dependent
Point method because the loads are not controlled according to
the influence values.
Influence
Generating Point No. / Line Element
Assign the number of reference points on a line element for moving
loads and drawing influence line in an influence line analysis.
The accuracy of results increases
with the increase in the number, but the analysis time may be
excessive. If the length of beam element assigned with traffic
line lane or plate elements assigned with traffic surface lane
is large, then the Influence Generating Point No. / Line Element?should
be increased for more accurate analysis.
Analysis Position
Set the position of the elements
for which the moving load analysis results are calculated.
Plate
For plate elements, member forces per unit length are calculated
as a result of moving load analysis. The form of member force
results is selected from below.
Center:
Calculate the member forces per unit length with respect to the
centers of the elements and the output results are produced for
the entire elements.
Center
+ Nodal: Calculate the member forces per unit length with
respect to the element centers and the nodes constituting the
elements and produce the results accordingly.
Stress
Calculation: Assign whether or not to calculate the stresses
of plate elements.
Frame
The moving load analysis results for Frame elements are produced
in the form of member forces pertaining to 5 Points of each member.
The form of member forces is selected from below.
Normal:
Output member forces with respect to 5 Points of each beam element.
Normal
+ Concurrent Force: Calculate the member forces at 5 Points
of the beam elements. Calculate the corresponding moments under
the conditions where the maximum and minimum axial forces occur
at each position. Similarly, calculate the corresponding axial
forces under the conditions where the maximum and minimum moments
occur at each position. The results are then produced. To produce
the results in a table format, go to Result Tables > Beam >
Force, right-click and select View by Max Value Item.
Combined Stress
Calculation:
Calculation Filters
Select the nodes or elements to be
included in the moving load analysis.
Reactions
Select and enter the supports where the moving load analysis results
related to reactions are to be obtained.
All:
Select all supports.
Group:
Use the Group identified in the model, and enter the supports
in the Group.
Displacements
Select and enter the nodes where the moving load analysis results
related to displacements are to be obtained.
All:
Select all supports.
Group:
Use Group to enter nodes.
Forces/Moments
Select and enter the elements where the moving load analysis results
related to member forces are to be obtained.
All:
Select all elements.
Group:
Use Group to enter elements.
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