LEAP Bridge Steel Help

Editing Live Loads Dialog

Opens when Edit Load is selected in the Live Load group. To open Live Load dialog, right click on Live Load case and select Edit Load.

SettingDescription
Load Name Enter the name of the live load case. This name will be used in all subsequent display and reporting activities.
Side-by-Side Option By default this option is set to None. If the drop down list is selected the list if live loads from the Locked Library Loads appears. Select the load from the list that will represent the side-by-side vehicle. See Description of Side-by-Side analysis for more details on how this analysis is performed for grillage and line girder analysis.
Use axle loading Check this option to perform live load grillage analysis using axle loading. In axle loading the individual wheel loads on each axle are summed to a single load that is assumed to act at the vehicle centerline when applied to the influence surface
Use wheel loading Check this option to perform live load grillage analysis using wheel loading. In wheel loading each wheel load acts at its defined position on the axle when applied to the influence surface.
Centrifugal force input
  • Enter design speed for the highway.
  • Check the box if live load is going be used in fatigue load cases.
Include Lane Load Check this box if the lane load is to be considered in the live load analysis. If Include Lane is not checked, the Include Lane Column will be blanked out. Note that only one lane load is allowed in a live load description.
Lane Intensity (k/ft) This field displays the value of the lane load that is included in the live load definition for convenience.
Add Load Press to add a live load (lane or vehicle) to the live load definition
Copy Load Press to copy the currently selected load. The current load in the list is designated by the
Delete Load Press to delete the currently selected load designated by
Edit Vehicle Library Press to access the vehicle Library. All vehicles are added and/or otherwise edited through the vehicle library. See the Vehicle Library section for more information.
Grid Items
SettingDescription
Class Type When the Add Load button is pressed the load is added to the grid. The Class Type column specifies the class of load. The selections are:
  • Design lane
  • Design Tandem
  • Design Truck
  • Double Tandem
  • Double Truck
  • Permit Vehicles
  • Legal Vehicles
Truck Name If the previously selected Class Type includes trucks, the list of trucks for the class from the vehicle library will appear. Select the desired truck. The axle information will appear in the lower grid.
Include Lane Toggle the button to Yes if lane load is to be included with the selected truck in the analysis. The lane load column will only be active if a lane load has been added to the load list.
Notional Specifies that the vehicle is notional. When notional vehicles are used in the analysis process any axle that does not contribute to the maximum effect being calculated, it is excluded.
Special Envelope Toggle the button to activate special over the pier analysis as part of the live load process. The selected truck will be used in negative moment regions between points of contra-flexure adjacent to interior piers.
Special Env Fac This field is only active if Special Envelope is set to Yes. An optional factor can be entered that will be used to factor the results of the special envelope analysis.
OK Press OK to save the live load definition and exit the dialog.
Cancel Press Cancel to exit the dialog without saving the data.

Description of side by side analysis

For grillage analysis using an influence surface, side by side analysis is performed by LBS by placing the design live load in one lane and placing the selected side by side load in all of the remaining lanes. This process is repeated in an iterative manner for all of the remaining lanes. The maximum effects (i.e. moment, shear and deflection) are tracked and stored by the system. These results are used in subsequent design and rating checks.

For line girder analysis LBS follows Article 4.6.2.2.5 of the AASHTO LRFD Specification.