RM Analyzer Help

Traffic Lanes > Lane Input Macro

Definition of lane points - along the whole lane length - which form the influence line.

Linear interpolation is applied between the points, i.e. the spacing between the individual points must be sufficiently small to get a reasonable accuracy of the polygonal influence line. In most cases the subdivision into beam elements already matches this requirement, allowing for defining just the points at element begin and end.

The available MACRO TYPES allow for a respective lane definition in an easy way. They generate lane points at element begin and end for a given element series. However, it is also possible to specify point generation in subdivision points of individual beam elements in order to achieve a higher accuracy of the influence lines.

The workflow is as follows:

  1. Selection of Macro type
  2. Define Unit force direction
  3. Specify elements to be loaded by defining elements series, selecting an Assembly or by choosing the elements directly in the 3D View
  4. Define the eccentricities
  5. Click on the “Insert after” button

Once the lane definition is finished, click on the Confirm + Close button.

Macro type:

SettingDescription
Loading Main girder Defines the points along the lane related to a series of longitudinal girder elements with possible Y and Z eccentricity.
Loading Secondary girder Defines the points along the lane related to a series of transversal girder elements. Loads are acting on the cross girders.
Distrib. load to main girder Loads are not acting on the cross girders directly but are distributed to the respective longitudinal girders.
Note: In the lower left window the selected Macro type is schematically visualized
Unit force direction:
SettingDescription
Y(glob) Vertical unit load.
Note: The unit load will always act vertically (not perpendicularly to the element).
User defined User defined components of the applied unit load defined under Options.
SettingDescription
Options Definition of the components for the applied unit load.
Fx; X component (local) of the applied unit load.
Fy; Y component (global) of the applied unit load
Fz; Z component (local) of the applied unit load.
Note: In the lower left window the defined Unit force is schematically visualized.

Elements where lane points are created can be defined in 3 different ways and this is described below.

Element series Element series defined by From (first element of the series), To (last element of the series) and Step (element series step).
Assembly Name of the Assembly to be loaded. The specified load is applied to every element of the specified assembly.
3D Selection Interactive selection of elements (see also Interactive element selection).
Note: In the lower left window and in the main 3D View window it is visualized which elements are selected.
Relative to

Node: Lane is defined relative to a node related to an element.

CS Point: Lane is defined relative to specified cross section point in element cross section.

2 CS Points: Lane is defined relative to a middle point between specified cross section points in element cross section. In this case Phi is calculated by program

EYel, EZel (Options) Specifies the lane position.
No Option selected: The lane points are created along the element axes. The eccentricities ey and ez are related to the element (center of gravity).
EYel and EZel: The internal element eccentricities will be considered. The lane points are created at the node position. The eccentricities ey and ez are related to the node.
EYel: The internal element eccentricity in y-direction will be considered in addition to the user defined eccentricityey. The eccentricity ey is related to the node, but the eccentricity ez is related to element (center of gravity).
EZel: The internal element eccentricity in z-direction will be considered in addition to the user defined eccentricity ez. The eccentricity ey is related to the element (center of gravity), but the eccentricity ez is related to the node.
ey, ez Eccentricities of the load application point perpendicular to the element axes in the local coordinate directions in accordance with the options EYel, EZel (see above).
Note: In the lower left window and in the main 3D View window the lane is visualized with the defined eccentricities.
Phi Dynamic coefficient for this lane.
Note: The influence values are multiplied with this factor phi. This allows for instance for defining a lane related dynamic allowance (although in practice more often related to the load trains). However, if this factor is dependent on the span length and different in different spans, the selective definition for the individual lane points may be useful. Another possible application is a lane with variable width and uniform surface load. In this case it is advantageous to define a load train for width 1 m, and to define the actual width at the individual lane point as factor phi.
Ndiv The number of required sub-divisions in the elements. Lane points are created at element begin, element end and any here defined subdivision points. Default Ndiv=1: a subdivision point at begin and end. If Ndiv=2: an additional subdivision point in the middle of the element.
The following lower set of options is only available when Macro type Loading Secondary girder is selected.

The transversal position of the lane is not defined by the eccentricities ey and ez but with dx at the first and last transversal element of the lane. dx represents the length from the staring node of the transversal element. It can be defined as relative value or real length.

SettingDescription
Relative Definition of the position as ratio between the distance from the start node and the total distance between start and end node
Length Definition of the position as the distance from the start node.
First girder Definition of the position at lane begin (first element of the series)
x/D-Beg.: Ratio between dist. from the start node and dist. between start and end node.
dx-Beg: Distance of the lane from the start node of the element.
Last beam Definition of the position at lane end (last element of the series).
x/D-End.: Ratio between dist. from the start node and dist. between start and end node.
dx-End: Distance of the lane from the start node of the element.
Orthogonal to lane Check button for the search algorithm to find longitudinal elements orthogonal to the lane direction. Available only if the option Distrib. load to main girder is selected.
Insert before/Insert after

Once the input (on the left side) is finished, it needs to be confirmed by clicking on one of the buttons. If the lane is defined in several steps, it is important, first which row is selected, and secondly which button is clicked. The Insert before button will add rows before the selected line, the Insert after button will add rows after the selected line.

The created table can be modified by double-clicking on the respective item in the row. Certain items can also be modified for several rows at once. Multiple rows can be selected one by one using the space-bar or "Ctrl"+left mouse button. To select a consecutive series of rows hold "Shift" and click the first row of the series and then the last one. After the rows to be modified are selected, click the corresponding item in one of the rows. To unselect one row (or more rows "row by row") select the row and then press the space-bar or "Ctrl" + left mouse button. To unselect all rows click the Unselect all button or type "Ctrl+U".

When "Loading secondary girder" and "Distrib. load to main girder" are selected, the program automatically evaluates the longitudinal girders to which the force will be distributed. The element number of the calculated longitudinal girders are listed in the table under column "MG".

Note: The calculated longitudinal girders are shown in darker blue in both preview windows.

The longitudinal girder(s) to which the load is distributed can be changed. This is possible by directly double-clicking the corresponding item (or by clicking on the corresponding item and clicking the button Edit) or by pressing the arrows below the table. The latter one will automatically calculate new longitudinal girder(s).

The main preview window in the lower right part of the dialog will show the preview of the whole lane. The view options can be changed by pressing the View options button or by invoking the context-menu (right mouse click). It is also possible to show other already defined lanes by checking the box Other lanes. The lanes to be displayed including various respective settings can be defined in the menu to be opened by clicking on the Select button.

Confirm+Close Clicking this button will generate the lane according to the list/table and close the window.
POS3D Points for evaluation along the lane are defined in the same global coordinate system as the structural model.
POSEL(XYL) Points for evaluation along the lane are defined relative to a particular element in the local element coordinate directions.
POSEG(YZL) Points for evaluation along the lane are defined relative to a particular element in the global element coordinate directions.
POSERL Simplified point input for points located between two other fully defined points.
Note: This is used for a point located midway along an imaginary line parallel to a longitudinal element located within a grid of longitudinal and transverse elements. The load distribution to the elements from the defined point must be input immediately after each point definition (before the next point definition).
POSFG Definition of a unit load and distribution to the surrounding element e.g. wheel loads applied eccentrically to the lane.
POSFRG Simplified load definition (load application directly in the lane point).