# Elevation Load

Elevation distributed loads, which vary linearly between two points of different elevation (i.e. the z-coordinate of each point differs) along a boundary, can be applied to edges or faces with the **Add Load **option and specifying **Elevation Load **as the **Load Type**. The load distribution is treated as triangular (zero at one end) or trapezoidal (different non-zero values at each end) based on the user-specified **Top Magnitude/Delta **and the elevation of the boundaries.

Elevation Distributed Load on Face

To apply an Elevation distributed load to a face:

- Select the
**Loads**workflow tab. - Select
**Faces Selection**as the Selection Mode. - Select the face(s) on which to apply the load.
- Select
**Add Loads to Selected**from the toolbar or the**Loading**menu. - You will see the
**Add Load**dialog. In this dialog:- select the
**Load Type**=**Elevation Load** - enter the Top
**Magnitude/Delta**of the load - and specify the load
**Orientation**(e.g. Normal, Local +x, Local +y, Local +z, Vector (x,y,z), or Trend/Plunge) - in a multi-stage mode, the
**Staging**options allow you to specify the stage at which the load will be installed and the stage at which the load will be removed. Elevation distributed loads can be staged by selecting the**Stage Factors**checkbox, and entering a*Magnitude Factor*for the load magnitude at each stage. If you do not stage the load on a multi-stage model, then the load will be applied with the same magnitude at all stages.

- select the

TIP: with the face(s) selected, you can also right-click on the viewing screen and select **Add Loads** from the **Loading** sub-menu.

See below for details about the load magnitude, orientation, and staging.

- When finished specifying the load properties and the preview of the applied load, as indicated by the display of green arrows, is as desired, select Apply. The Elevation distributed load will be applied to the selected face(s), as indicated by the display of red arrows and the magnitude.
- Check the direction of the arrows and the magnitude, to make sure that this is the load you wished to apply. If there is a mistake, you can repeat the above steps to apply the correct load, or select and edit the load using the Properties Pane to change the load parameters.

To apply an Elevation Load to an edge (line load) repeat the Steps 1 to 7, but use Edges Selection to select the edge(s) on which to apply the load.

Elevation Distributed Load on Edge

Although it is possible to select to apply an Elevation Load to a single vertex (point load), it is recommended that Uniform Load be selected for such an operation, as, by definition, there will be no change in elevation for the load applied to a single vertex.

### TOP MAGNITUDE/DELTA OF LOAD

The **Top Magnitude **is the magnitude of the load that will be applied at the top, or highest point, of the selected boundary (edge or face). The **Delta** is the change in the load magnitude per unit decrease in elevation. NOTE:

*Delta*= 0 means that the magnitude of the load does not change with a decrease in elevation (z-coordinate). This type of Elevation Load is equivalent to a Uniform Load.*Delta*> 0 means that the magnitude of the load increases as the elevation of the boundary decreases (i.e. the load magnitude at the bottom of the boundary is greater than the**Top Magnitude**).*Delta*< 0 means that the magnitude of the load decreases as the elevation of the boundary decreases (i.e. the load magnitude at the bottom of the boundary is less than the**Top Magnitude**).

NOTE: You will see the Top magnitude / delta values on the model. This effect is applied all throughout the surface.

### LOAD MAGNITUDE

A distributed load magnitude is generally entered as a positive value. The direction of load application is specified by selecting an appropriate **Orientation** method (see below) in the **Add Load** dialog. If a negative load magnitude is entered, the direction of the applied load will be reversed.

NOTE: if **Delta **< 0 and the absolute value of **Delta **multiplied by the change in elevation is greater than the **Top Magnitude** (i.e. |Delta * change in elevation| > **Top Magnitude**) , then the load at the bottom of the boundary will be in the reverse direction to the load at the top of the boundary.

### LOAD ORIENTATION

For details about defining the load **Orientation**, see the Uniform Load topic, as the same information applies to both Uniform and Elevation loads.

### STAGING DISTRIBUTED LOADS

On a multi-stage model, distributed loads can easily be staged by selecting the **Stage Factors** checkbox in the **Add Load** dialog (Step 5 above). You will see *Stage Magnitude Factors* in the expanded dialog. Select the **Add Stage** button for each stage and enter a *Magnitude Factor* for the load at each stage. The *Magnitude Factor* is multiplied by the load magnitude to obtain the actual load magnitude used at each stage (e.g. if the *Magnitude Factor* = 0.2 and the load magnitude = 5, then the actual load magnitude applied at that stage will be 0.2 * 5.0 = 1.0). This allows you to increase or decrease the applied Elevation distributed load applied at any stage. NOTE:

*Magnitude Factor*= 1 means that the load magnitude will be equal to the magnitude(s) entered in the**Add Load**dialog.- You can increase or decrease the load at any stage, by entering a
*Magnitude Factor*greater than or less than 1 (e.g. a*Magnitude Factor*= 2 would double the load magnitude at all points along the boundary). - You can remove the load at any stage, by entering a
*Magnitude Factor*= 0. The load will not exist in any stage in which the*Magnitude Factor*= 0, and will not appear on the model.

If your load is staged, it is a good idea to select the Stage Tabs, after adding the load, to check that the load is applied at the correct stages, and that the magnitudes are correct. If not, then repeat Steps 1 to 7 (above) or select and edit the load using the Properties Pane, and make sure that the correct *Magnitude Factors* have been applied at the correct stages.