Moving Loads

The Moving Load load wizard facilitates the task of applying moving loads to surfaces. In addition to concentrated loads, you can use load models consisting of several loads that gradually move across the model. Practical areas of application are vehicle loads for bridge structures or crane loads. Separate load cases are created from the load positions of the moving load.

Main

The Main tab manages the geometry parameters of the moving load.

Generate on

Currently, moving loads are generated 'On Surfaces'. If the load only moves over certain surfaces, deactivate the 'All' check box. You can then enter the numbers of the relevant surfaces or select them graphically on the model using the button.

Trajectory Definition

In this section, you can define the geometry parameters of the moving loads: The 'Line Set' specifies the way in which the loads move over the surfaces. This line set contains one or more lines that describe the direction in which the load moves. It is therefore advantageous if the RFEM model already contains a "guiding line" for the loads.

If no line set has been defined yet, use the button to create a line set. This opens the dialog box Newr Line Set .

You can use the button to edit the current line set and the button to select another line set graphically on the model.

With parallel loads, for example, you can arrange the line set in the middle and then carry out the lane definition with the appropriate eccentricities.

Lane Definition

This section manages the number of parallel lanes, the increment of the load positions, as well as the distances of the moving load from the line set or from the line start and end.

Number of Lanes

Specify how many lanes are parallel to the continuous line. A category is added for each additional lane.

Lanes – Parameters

The 'Length' L of the line set is displayed for information purposes.

Enter the 'Moving Step' Δ: It controls the (equal) distances at which the loads move over the surfaces. The smaller the moving step, the more load cases are created.

The 'Eccentricity' e makes it possible to arrange loads next to the moving line. This allows you to use the boundary lines of a surface as a reference, for example, without having to define new lines. The moving loads then move at a lateral distance parallel to the lines of the line set. The following applies to the sign convention: The moving direction is determined by the orientation of the first line in the line set. A positive eccentricity arranges the loads to the left of the moving line in the viewing direction, a negative eccentricity to the right.

Lane Offset and Bumpers

Load generation starts at the start node of the first line in the line set. It ends at the end node of the last line. You can use the parameters of this category to shift the start point and end point of the moving load. In the list, select whether there is an 'Offset' or a 'Bumper'.

• Offset: The start offset a_A describes the distance of the first load position from the start node of the line set, the end offset a_B describes the distance of the last load position from the end according to the sketch.

• Bumper: You can use the start bumper b_A and the end bumper b_B to define areas at the start and end of the line set that remain free of loads. Bumpers are relevant for crane runway girders and structures with lateral boundaries. Load models with negative x-locations, for example, are then shifted until they no longer extend into the start bumper.

Movements

In the Movements tab, you can assign the appropriate load models to the lanes.

The load wizard uses what are referred to as "Sets of Movements". They allow you to control which load combinations move in specific lanes.

Lane Definition

In the list, select one of the lanes that you have created and provided with parameters in the 'Main' tab during the lane definition. If the loads move in parallel in several lanes, you can specify the next lanes in the other rows.

Load Model

In the second column, you can enter the moving load composition that moves along the lane. The list allows for a selection from among the load compositions defined as load models.

You can use the '...' option to edit a load model and the 'New Load Wizard | Load Model' entry to create a new load composition.

Load Factor

You can scale the effect of the individual load models with factors.

Distance from Previous Load

This column is accessible when you re-select a lane for load assignment. It makes it possible to apply a load composition to the same line set with an offset, for example when dual-axis load models move across the surface in succession.

The load distance from the fixed point of the previous load position must be specified as a positive value.

Independently Related to Previous Load

This column is also only accessible if a lane appears several times (see image above). The check box is not selected by default. This means that the other load model moves synchronously with the first along the lane.

If this option is activated, the two load compositions move independently of each other over the surfaces – both individually and together. For the combinations, the distance defined in the previous column is taken into account as the minimum distance between the load positions. A large number of load cases can occur as a result.

Load Cases

The Load Cases tab lists the load steps with the load cases that result from the geometry and load parameters.

Generate into Load Cases

The 'Step' column provides information about the number of load positions. For each step, a load case is created to which the designation ML (Moving Load) is assigned along with the load step. During the generation process, the next free load case numbers are used or gaps in the numbering are filled.

Options

The 'Generate load cases' check box is selected by default. This means that the load cases are created automatically. If you clear the check box, these load cases are deleted. You can then assign the load positions individually to specific load cases. You can create new load cases using the 'New Load Case' option in the list.

The appropriate action category must be assigned to the generated load cases. It controls which partial safety factors and combination coefficients are applied when the load cases are superimposed.

Click OK to transfer the generated load cases to RFEM and close the load wizard.