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Moving Load Analysis Data Created Edited

Moving Load Cases

Function

  • Use the entered vehicle load classes and the traffic lanes to create moving load cases.

 

Call

From the Main Menu select [Load] tab > [Type : Moving Load] > [Moving Load Analysis Data] group > [Moving Load Cases]

 

Input

- To enter new or additional moving load cases

Click the Add Button.

 

- To modify previously entered moving load cases

Select the moving load case to be modified in the dialog box and click the Modify Button.

 

- To delete previously entered moving load cases

Select the moving load case to be deleted in the dialog box and click the Delete Button.

 

Data entry method when Add the Button is clicked.

 

When AASHTO Standard is selected from Moving Load Code

 

Load Case Name

Enter the name of a moving load case.


Description

Enter the description of the moving load case.


Multiple Presence Factor

Enter the scale factors for multi-lane vehicle loads.
AASHTO and the Korean Specifications for Roadway Bridges specify 1.0 for loading up to two lanes, 0.9 for loading 3 lanes and 0.75 for loading 4 lanes or more.

 

Sub-Load Cases

Enter the loading method and the traffic lane to be loaded by the vehicle load class in a moving load case.

 

Loading Effect
Assign the method of combining vehicle loading conditions.

 

Combined : Combination of vehicle classes. If more than two vehicle classes are assigned in a Moving Load Case, then this function considers all combinations, including the cases where different vehicle classes are applied simultaneously.

 

Independent : Apply the vehicle classes independently. If more than two vehicle classes are assigned in a Moving Load Case, then this function do not consider the cases where different vehicle classes are applied simultaneously

 

Note 
When 'Independent' is selected, we can check the envelope results for each vehicle class. When Combined is selected, we can check the envelope results for the combinations of each vehicle class.

 

- To enter new or additional vehicle load class

Click the Add Button.

 

- To modify previously entered vehicle load cases

Select the vehicle load case to be modified in the dialog box and click the Modify Button.

 

- To delete previously entered vehicle load cases

Select the vehicle load cases to be deleted in the dialog box and click the Delete Button.

 

Data entry method when is clicked. 

Details

 

Vehicle Class

Select the vehicle load class or directly enter the vehicle load.

 

Scale Factor

Enter the scale factor for the application of the vehicle load class.

 

Min. Number of Loaded Lanes

Enter the minimum number of lanes to be loaded by the vehicle load class.

 

Max. Number of Loaded Lanes

Enter the maximum number of lanes to be loaded by the vehicle load class.

 

Note 
The maximum and minimum numbers of loaded lanes must be smaller than the number of selected lanes.

 

Assign Lanes

Select the lanes to be loaded by the vehicle load class.

Assign the lanes to be loaded by the vehicle load class in the traffic lane list with the mouse and click the -> Button to select. If previously selected lanes are to be removed from the selection, assign the lanes with the mouse and click the <- Button to delete.

 

Note 
The number of lanes selected to be loaded is limited to 10.

 

 

When AASHTO LRFD is selected from Moving Load Code and Permit Vehicle is considered.

Load Case Name

Enter the moving load case name.

 

Description

Enter the description of the moving load case

 

Load Case for Permit Vehicle

Select this option if Permit Vehicle is defined from AASHTO LRFD Code User Define option. When this option is selected the dialog box changes to a number of input fields for Permit Vehicle.

 

Permit Vehicle

Vehicle

Choose the vehicle to be used. The user can only choose the vehicle that has been defined as Permit Vehicle Type.

 

Ref. Lane

Select the reference lane to provide the location where Permit Vehicle travels.

 

Eccentricity

Input the distance of the Permit Vehicle to the Ref. Lane. By looking towards the direction the vehicle travels, the right side is considered positive and the left side is considered negative.

 

Scale factor

Enter the scale factor for the application of the vehicle loads.

 

When Transverse Moving Load is selected from the Moving Load Code

Load Case Name

Enter the name of a moving load case.

 

Description

Enter the description of the moving load case.

 

Vehicle

Select the vehicle for analysis. In case of inputting a vehicle that has not been defined, click on [...] tab and define any vehicle load.

 

Scale Factor

Enter the scale factor for the application of the vehicle load class.

 

Line Lane

Select the lane to be analyzed.

 

Multiple Presence Factor

Enter the scale factors for multi-lane vehicle loads.

 

When BS is selected form Moving Load Code

 

 

When Vehicle is HA, HB or HA&HB

Auto Live Load Combination

In the case of HA&HB(Auto), combination of the Live Load is automatically organized based on the selected code. In the case of HA, HB or HA&HB, this option should be checked off.

 

Type of Design Combination Factor

Select a limit state to determinate load factors to be applied to the moving load analysis results.

Ultimate Limit State : Applies the load factor at ultimate limit state

Serviceability Limit State : Applies the load factor at serviceability limit state

 

Combination of Loads

Select a combination to determinate load factors to be applied to the moving load analysis results.

Combination 1 : Applies the load factor for combination 1

Combination 2 or 3 : Applies the load factor for combination 2 or 3

 

Sub Load Case (When Vehicle is HA, HB, HA&HB, Pedestrian)

 

Load Case Data

Scale Factor : Enter the scale factor for the application of the vehicle loads.

Number of Loaded Lanes : Enter the number of lanes to apply for Moving Load Cases. The selected lanes and the number of lanes inputted should be the same.

Vehicles : Enter the type of vehicle to consider for Moving Load Cases

Assign Lanes

Assign the selected vehicles to lanes

List of Lanes : Displays the list of lanes

Selected Lanes : Select the lane

HB Straddling Two Lanes : Becomes activated only in the case of HA&HB(Auto)

 

When Vehicle is HA&HB (Auto)

Auto Live Load Combination

In the case of HA&HB(Auto), combination of the Live Load is automatically organized based on the selected code. In the case of HA, HB or HA&HB, this option should be checked off.

 

Type of Design Combination Factor

Select a limit state to determinate load factors to be applied to the moving load analysis results.

Ultimate Limit State : Applies the load factor at ultimate limit state

Serviceability Limit State : Applies the load factor at serviceability limit state

 

Combination of Loads

Select a combination to determinate load factors to be applied to the moving load analysis results.

Combination 1 : Applies the load factor for combination 1

Combination 2 or 3 : Applies the load factor for combination 2 or 3

 

Sub Load Case (When Vehicle is HA&HB (Auto))

If a number of Sub-Load Cases are defined in a Load Case, Min/Max result values from all the Sub-Load Cases are generated. That is, analysis is separately performed for each Sub-Load Case, and the Sub-Load Cases are not combined for analysis.

 

Load Case Data

Scale Factor : Enter the scale factor for the application of the vehicle loads.

Number of Loaded Lanes : Enter the number of lanes to apply for Moving Load Cases. The selected lanes and the number of lanes inputted should be the same.

Vehicles : Enter the type of vehicle to consider for Moving Load Cases

Assign Lanes

Assign the selected vehicles to lanes

List of Lanes : Displays the list of lanes

Selected Lanes : Select the lane

HB Straddling Two Lanes : Select the two adjacent lanes on which HB loading shall occupy any transverse position. To use this function more than two Cross Beam Type lanes should exist.

 

When Vehicle is Pedestrian

Auto Live Load Combination

Select whether automatic live load combination is needed for pedestrian load.

 

Type of Design Combination Factor

Select a limit state to determinate load factors to be applied to the moving load analysis results.

Ultimate Limit State: Applies the load factor at ultimate limit state

Serviceability Limit State: Applies the load factor at serviceability limit state

 

Combination of Load

Select a combination to determinate load factors to be applied to the moving load analysis results.

Combination 1 : Applies the load factor for combination 1

Combination 2 or 3 : Applies the load factor for combination 2 or 3

 

Sub Load Case (When Vehicle is HA, HB, HA&HB, Pedestrian)

 

Load Case Data

Scale Factor : Enter the scale factor for the application of the vehicle loads.

Number of Loaded Lanes : Enter the number of lanes to apply for Moving Load Cases. The selected lanes and the number of lanes inputted should be the same.

Vehicles : Enter the type of vehicle to consider for Moving Load Cases

Assign Lanes

Assign the selected vehicles to lanes

List of Lanes : Displays the list of lanes

Selected Lanes : Select the lane

HB Straddling Two Lanes : Becomes activated only in the case of HA&HB(Auto)

 

 

When EUROCODE is selected from Moving Load Code

Load Case Name : Enter the name of a moving load case.

Description : Enter the description of the moving load case.

Ignore ψ Factor : Check on to neglect ψ factor. If the traffic load is considered as Leading Variable Action in the load combination as per Eurocode 4, the moving load case for which the ‘Ignore ψ factor’ option is checked on will be used. In this case, the ψ factor entered for the vehicle used in the corresponding load case will not be used. (That is ψ factor is considered as 1.)

Vehicle : Select the vehicle to be used. The user can only choose Load Model 1 or FLM 1.

Assignment Lanes

List of Lanes : Display the list of defined lanes.

Selected Lanes : Select the lane to be loaded by the vehicle load.

Remaining Area : Select the lane to be used as the Remaining Area as set forth in Eurocode.

 

Sub-Load Cases

Enter the loading method and the traffic lane to be loaded by the vehicle load class in a moving load case.

Loading Effect : Assign the method of combining vehicle loading conditions.

Combined : If more than two vehicle classes are assigned in a Sub-Load Case, then this function considers all combinations, including the cases where different vehicle classes are applied simultaneously.

Independent : Apply the vehicle classes independently. If more than two vehicle classes are assigned in a Sub-Load Case, then this function do not consider the cases where different vehicle classes are applied simultaneously.

 

To enter new or additional vehicle load class, click the Add Button and enter the following data.

To modify previously entered vehicle load cases, select the vehicle load case to be modified in the dialog box and click the Modify Button.

To delete previously entered vehicle load cases, select the vehicle load case to be deleted in the dialog box and click the Delete Button.

 

Load Cases Data

Vehicle Class : Select the vehicle load class.

Min. Number of Loaded Lanes : Enter the minimum number of lanes to be loaded by the vehicle load class.

Max. Number of Loaded Lanes : Enter the maximum number of lanes to be loaded by the vehicle load class.

 

Assignment Lanes

Select the lanes to be loaded by the vehicle load class.

Assign the lanes to be loaded by the vehicle load class in the List of Lanes with the mouse and click the -> Button to select. If previously selected lanes are to be removed from the selection, assign the lanes with the mouse and click the <- Button to delete.

The input dialog box is identical to "LM1, FLM1" except that Load Model 1and Load Model 3 can be selected simultaneously in "LM1 & 3 Multi".

 

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