# Add Rectangular Load

A rectangular or square load can be defined with the **Add Rectangular Load** option. The load magnitude can be uniform or variable, and the load application can be staged.

To add a rectangular load:

- Select
**Loads > Rectangular Load** - You will see the
**Define Load**dialog for rectangular loads. Enter the following information: - Load Name
- Rectangle Properties (length, width, angle)
- Load Properties (magnitude, direction, depth/bottom elevation, staging information, load type)
- Display Properties (optional)
- You will now be prompted to define the location of the rectangular load in the Plan View. The location of a rectangular load is defined by entering the x,y coordinates of the
**center**of the rectangle. This can be entered graphically with the mouse, by clicking at the desired location in the Plan View. Or you can use the keyboard to type in the x,y coordinates in the prompt line. - As soon as the load location has been entered, the load will be added to the model, and displayed in both the Plan View and 3D View.

See below for details about the input parameters. When you are finished entering the load information, select OK.

The parameters which define a rectangular load are described below.

## Rectangle Properties

*Length and Width*

The size of a rectangular load is defined by entering **Length** and **Width**.

*Angle*

The orientation of a rectangular load is defined by entering the **Angle** with respect to the X-axis of the Plan View. The **Angle** is defined as the counter-clockwise angle between the X-axis and the **Length** dimension of the rectangle.

## Load Type

For a rectangular load, you may choose **Load Type** = **Flexible** or **Rigid**.

- Vertical Ratio (2:1 or angle) computation Method
- Westergaard Method

*Flexible*

For a Flexible load you can define the load magnitude as a uniform or variable Pressure. A Flexible load implies that the stress distribution on the ground immediately beneath the load is equal to the loading stress distribution.

*Rigid*

For a Rigid Load, you can define the load magnitude as a uniform or variable Pressure, or as a Force and two Moments. A Rigid load implies that the displacement immediately beneath the load remains planar. The stress distribution immediately beneath the load is not (in general) equal to the loading stress distribution, due to the rigid displacement constraint. For rigid loads, it is recommended to use multi-layered stress computation method.

Also, it is not recommended to use rigid loads with time-dependent consolidation analysis in *Settle3. *Time-dependent analysis calculates settlement based on pore water dissipation over time with flexible loads, and this causes some limitation if you still decide to use the rigid load with this option. Best practice is to only use rigid loads with immediate elastic settlement or long-term consolidation.

See the *Settle3* Theory Manual for further information.

## Load Direction

If the **Boussinesq** or **Westergaard** stress computation methods are selected, and the load type is defined as **Flexible**, then the following load direction options are available:

- Vertical
- Horizontal
- Vertical and Horizontal

If any of the other stress computation methods are selected, or the load type is set to Rigid, only vertical loads can be defined.

## Load Magnitude

Load magnitude is defined in terms of force/area (i.e. distributed load or pressure). The pressure can be uniform or variable. For rigid loads you also have the option of defining the load magnitude as a Force and two Moments.

*Uniform Pressure*

To define a uniform load magnitude, enter the pressure (force per unit area) in the **Pressure** edit box. This will define a load with a uniform magnitude over the area of the rectangle.

*Variable Pressure*

To define a load magnitude which varies over the area of the rectangle, select the **Variable** checkbox and select the **Define** button. You will see a dialog which allows you to define the load magnitude at each corner of the rectangle.

**distributed load**(i.e. force/area). You are NOT defining point loads, you are defining the magnitude of the distributed load, at each corner. It is up to the user to determine the appropriate magnitude at each point, which correctly models the desired load distribution.

The load distribution over the area of the rectangle is obtained by interpolation using the load magnitudes at the four corners. For example, a load which varies from zero along one edge of the rectangle, to a maximum value at the opposite edge, might appear as follows in the 3D View.

*Force and Moments*

For Rigid loads you can define the load magnitude as a single vertical Force and two Moments (Mx and My) with x and y axes. The force is applied through the centroid of the load. If you apply moments, the settlement under the load will not be horizontal, but will follow an inclined planar function.

If your model uses multiple stages, the load can be applied at any stage, or applied in increments at different stages, as described in the Load Staging section below.

*Horizontal Loads*

In defining a horizontal flexible load, the same options exist as for a flexible vertical load - a uniform or variable pressure can be defined, and the load can be staged. The **Angle from X-axis** can also be defined for a horizontal load. The **Angle** is defined as the counter-clockwise angle between the X-axis and the direction of the horizontal load.

## Load Depth

A load can be applied on the ground surface or at any depth below the ground surface.

- If the vertical axis is defined as
**Depth below Ground Surface**, the load depth is defined by**Depth**. - If the vertical axis is defined as
**Elevation**with a Ground Elevation specified, the load depth is defined by**Bottom Elevation**. The default elevation is the one specified in Project Settings.

*Horizontal Soil Layers*

If the Horizontal Soil Layers option is selected in the Soil Profiles tab of the Project Settings:

*Non-Horizontal Soil Layers*

If the Non-Horizontal Soil Layers option is selected in the Project Settings, and the Non-Horizontal Ground Surface option is NOT selected, then the load depth/elevation is defined in the same way as when the Horizontal Soil Layers option is selected.

If the Non-Horizontal Soil Layers and the Non-Horizontal Ground Surface options are selected, the load depth is defined by **Bottom Elevation**. The default elevation is that specified in the Project Settings.

If your model uses multiple stages, the depth of the load can be staged, as described below.

**Add Excavation**option to define an excavation, and then define the loading. See the Add Excavation topic for details.

## Load Staging

If your model uses multiple stages, the load can be applied at any stage, or applied in increments at different stages using the Advanced Staging option.

- Select the
**Advanced Staging**checkbox. The dialog will expand, allowing you to enter a Load Factor and Depth for each stage. - The
**Load Factor**is a multiplying factor for the Load Magnitude. For example: - If you want to double the load magnitude at a given stage, enter Load Factor = 2 for that stage.
- If the load does not exist at a given stage, enter Load Factor = 0.
- If you want the original load magnitude, enter Load Factor = 1.
- The
**Depth**can be staged by entering the Depth of the load application at each stage. The actual depth from ground surface is entered, NOT a factor. The depth is entered as a positive number. If you are modelling an excavation, see the note above regarding**Load Depth**and the**Add Excavation**option.

*Installation Stage*

If you wish to apply a load at a particular stage of a multi-stage model, then use the **Installation Stage** option to select the desired Installation Stage.

*Advanced Staging*

For more complex load staging, the **Advanced Staging** option allows you to stage the magnitude and depth of the loading. To use the Advanced Staging option:

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 stage(s), and that the magnitudes and depths are correct. If not, then use the Edit Load Properties option, and make sure that the correct values have been applied at the correct stages.

## Display Properties

The appearance of a load can be customized by selecting the **Display Properties** button in the Define Load dialog. You will see the Load Display Properties dialog, in which you can define:

**Label**- this is an optional text label/name, which can be used to identify the load, and will appear in the Info Viewer listing, right sidebar View Controls, and Data Tips.**Outline**/**Fill**/**Hatch**- customize the colours/hatch pattern used to display the load.**Height**- the load Height option allows you to define a constant height for the load. This is for display purposes only, and has no effect on the load magnitude or analysis. If you do not define the load Height, an apparent load height is automatically determined based on the load magnitude.