Rocscience slide tension crack

Rocscience slide tension crack. This is done with the Slope Limits option. -120 Tensile effective normal stress on the base of a slice exceeds the tensile strength of the material. The Contour Options also affect the colours used to represent safety factor for the Minimum Surfaces and All Surfaces options. For the Snowden Modified Anisotropic Linear model, you can define non-linear strength functions for the bedding and rock mass, as follows: Select the Bedding Strength Function button in the Define Material Properties dialog. 29 . ROCSCIENCE ROCPLANE V2. Select Delete Vertex and the vertex will be In ROCPLANE, the planes defining a wedge can be specified at any angles which result in a kinematically feasible wedge (ie. The Slide2 program consists of 3 program modules: MODEL. Add External Boundary. This may include geometry, loads, groundwater, support, etc. By a specified number of lowest safety factor The View Limits option allows you to set the initial drawing limits of the CAD View so that the limits encompass the coordinates you will be entering. 029. The Slope Limits are used to randomly generate TWO points on the slope, which define the starting and ending points of the slip surface on the slope. To import tools: Select Import Tools from the Import sub-menu of the File menu. Slide2 (formerly "Slide") is a 2D slope stability program for evaluating the safety factor Probabilistic Analysis. The results are equivalent regardless of the vector mode. slim (Slide2 compressed input/output file) Spencer. By default, the Number of Time Steps used at each stage by the Groundwater Compute engine, is automatically determined by Slide2 (Number of Time Steps = Auto). Por lo tanto, diríjase al menú Propiedades (“Properties”), elija Definir Fisura por Tensión (“Define Tension Crack”). Filtering can be done: By safety factor (e. You can define any number of different material types in the Define Material Properties dialog, by selecting from the list of materials at the left of the dialog, and defining properties for each material. The thrust line gives the location of the resultant interslice forces. External loading, groundwater and support can all be modelled in a variety of Tips: A shortcut for turning the grid on or off is to left-click on the word GRID on the status bar. You will see the Define Slope Limits dialog. As a general guideline, the axis point should be located The steps are as follows to digitize an image to create a model: Use the File > Import > Import Image Wizard to select the image file. Like the Exponential distribution, the Lognormal distribution can only be used for variables which are always positive. The Particle Swarm Search is one of the non-circular search options in Slide2 for locating critical slip surfaces. If the checkbox is selected, a user-defined angle from vertical can be specified. Como antes, nosotros sólo queremos que la fisura por tensión sature debajo de la napa freática. To add the External Boundary to your model: Select Add External Boundary from the toolbar or the Boundaries menu. The Particle Swarm Search is a metaheuristic search method in which randomness is introduced in some steps of the algorithm. The Export Image option in the File menu allows you to save the current view directly to one of four image file formats: JPEG (*. Vertical stress ratio. The above list is not exhaustive. Enter the vertices of the Material Boundary as described in Entering Coordinates. To add a Material Boundary to your model: Select Add Material Boundary from the toolbar or the Boundaries menu. Convergence options (number of slices, tolerance The first step in creating a model (after defining the Project Settings) is to draw the boundaries of the model. Soil Nails. Slide Rocscience is a 2D limit equilibrium analysis software that allows you to perform slope stability analysis for various types of slopes, such as natural slopes, excavated slopes, embankments, dams, retaining walls, etc. Click Next. Enter the file name Tutorial 09 Kinematic Analysis (Planar Sliding) and Save the file. Exported geosynthetic support properties from Slide3 to Slide2. Dimension Length, X, Y. When failure surface starts at the ground surface, it continues down into the soil, and if it hits a weak layer it will traverse along the weak layer until either: It hits the ground surface. You will see a dialog. The Grid Settings dialog can be accessed by right-clicking on the word GRID on the status bar. Within the Slide2 program, Slide2 has the capability to carry out a finite element groundwater seepage analysis, for steady-state or transient flow conditions. Use the options in the Statistics menu to select the input data variables that you would like to use in the Sensitivity Analysis, and specify a MINIMUM and MAXIMUM value for each variable you have selected. Define Properties. AVEVA Marine 12. The Define Limits option allows you to enter exact numbers in a dialog, as described below. a wedge which can slide out of a slope). You will be prompted to choose a point on the image. The grid will eventually "disappear" if you keep zooming "out" on a model. Slide2 is a 2D slope stability program for evaluating the safety factor or probability of failure, of circular or non-circular failure surfaces in soil or rock slopes. For example the geometry entities are the lines, surfaces and volumes that you can generate to define your Mesh Overview. A Material Boundary is used in Slide2 to define sub-regions within the External Boundary, which have different material properties. Print / Download PDF. 1 SP4. Base Normal Stress, Mobilized Shear Resistance, Pore Pressure, Interslice forces, etc). External loading, groundwater and support can all be modelled in a variety of Search limits integration Slide3-Slide2. To use the View Limits option: Select Limits from the View menu. 1339 Pre-Cracked For Windows - [CrackzSoft] Serial Key keygen · rocscience slide 6 0 crack 74 · Item. Piles / Micro Piles. A popup context menu will appear, with appropriate editing options for the clicked-on entity. You may use either a comma or a space to separate the x,y values in the Most editing operations in Slide2 can be accessed through right-click shortcuts, by right-clicking the mouse directly on modelling entities. This option will automatically create a tension crack if a failure surface is near vertical. Rapid Drawdown. Crack download software DATAM COPRA RF v2009 Rocscience Phase2 v9. dips8 file. Shear/normal function. Enter the number of intervals in the X and Y directions (default is The original Anisotropic Linear model assumes constant values of cohesion and friction angle for the bedding and rock mass. The Unsaturated Unit Weight will be used for material ABOVE the Water Table. The Sidebar in Slide2 is the vertical control panel at the left of the application window. The first step in creating a Slide2 model (after setting the Project Settings) is to create the External Boundary. Enter the first endpoint of the support, graphically with the mouse, or by entering coordinates in the prompt line. If the base angle of a failure surface exceeds this limit, then a tension crack will automatically be created for the slip surface at that location. Sliding Direction Arrow. 2D and 3D Geotechnical Software | Rocscience Inc. The Grouted Tieback with Friction support type in Slide2, uses the same input parameters as the Grouted Tieback support type, with the following important difference: The Grouted Tieback with Friction support type allows you to account for the frictional strength (stress-dependent) of the soil/grout interface. In the input data dialogs, the minimum and maximum values are specified Bandicam 4. Boundaries can also be added using the Soil Profile option and the Import DXF option. The Methods page in the Project Settings dialog allows you to select the limit equilibrium analysis method (s) to be used for the Slide2 analysis. Finally, note that the statistical analysis of a variable Tension Crack boundary, is carried out in the same way as for a Water Table. For example, you could create a material with Hoek-Brown properties over a range of orientations or along a surface The Slope Search method in Slide2 allows you to define the search by defining areas of the slope which will be used to generate slip circles. Click the Scale Image button. wmf) The Export Image option is also available in the default right-click menu on all model or graph views. The Show Line of Thrust option in the toolbar or the Query menu, will toggle the display of the line of thrust, for queried slip surfaces. Jan 29, 2021 · This surface is designated as Surface 1 in figure 1 and corresponds with the location of the tension crack observed in 2013. Tension cutoff. To do this: Locate the cursor over a boundary vertex that you wish to delete. If desired, you can force the compute engine to use a pre-determined Number of Time Steps, by entering a number from 1 to 50 for the Number of Time Steps. Simply type in x,y coordinate pairs, and press Enter for each pair. Support Overview. Dimensioning Tools. Select Statistics > Tension Crack > Statistical Properties. If your Slide2 analysis includes either a Probabilistic Analysis or a Sensitivity Analysis, then the Probabilistic and/or Sensitivity analysis results, are viewed using the options in the Statistics menu in the Slide2 Interpret program. A Grid Search requires at least one slip Interslice tension is a common occurrence in slope stability models with cohesive materials in the upper part of the slope. In the Sensitivity Plot dialog: Select the Analysis Method for which you would like to view results. Left-click the mouse on the desired Water Surface, then right-click and select Done Selection (or press Enter). 0994 ROCSCIENCE PHASE2 . Rocscience SLIDE V7. Aug 11, 2023 · A powerful tool for slope stability analysis. FN3 filename extension. Multiple groups and scenarios allow you to simultaneously create, edit and analyze multiple variations of a Slide2 model, with different geometry Slide2 is a 2D slope stability program for evaluating the safety factor or probability of failure, of circular or non-circular failure surfaces in soil or rock slopes. Excess Pore Pressure. Tutorial: Open-pit Mining. 8. , 2015) to 6b). Properties are defined using the Define options in the toolbar or the Properties menu (e. You can click on any modelling entity or material region, and the sidebar will display the current input Analysis Methods. A weak layer works to crop or clip the failure surface. In addition, the water level in the Tension Crack can also be specified as a random variable. A popup menu will appear, from which you can select the Delete Vertex option. Enter the axis point graphically with the mouse, or by entering the x,y coordinates of the axis point in the prompt line, and pressing Enter. Non-circular slip surface is entirely within the tension crack zone. display surfaces with a factor of safety below a specified value, or within a specified range), or. Properties can also be imported from other Slide2 files, using the Import Properties option in the Import sub-menu of the File menu. Note. a concrete retaining wall, or a heavily reinforced soil region). To create an Auto Grid: Select Auto Grid from the toolbar or the Surfaces menu. Or a convenient right-click shortcut is also available – simply RIGHT CLICK the mouse anywhere on the Minimum, Mean or Maximum Tension Crack boundaries, and select Statistical Properties from the popup menu which will appear. emf) Windows Metafile (*. The Import Tools option allows you to import drawing tools from one Slide2 file to another Slide2 file. Show user defined surface in the 3D view of the 2D section creator. You may choose one or more Vertical Slice methods OR the Sarma Non-Vertical Slice method. It finds the original slip surface intersection on its way back to the ground surface. Founded in 1996, Rocscience is a world leader in developing 2D and 3D software for civil, mining, and geotechnical engineers. Pick the point where you want to add the Text Box. When this option is selected, a Slide2 file may consist of multiple models (groups and scenarios), within a single file. What this implies is the existence of tension cracks. The Surface Options dialog in the toolbar or the Surfaces menu allows you to select: The type of slip surface you would like to define and analyze (Circular or Non-Circular) The Search Method and search parameters, if you are performing a critical surface search to find slip surfaces with the lowest factors of safety. It is computed by summing the moments of all forces acting on an individual slice about the center of the base of the slice. The Particle Swarm Search is also known as Particle Swarm Optimization ( PSO ). Slide2 Technical Specifications. Enter a value in the new Tensile Strength row that appears. 7. bmp) Windows Enhanced Metafile (*. In order to perform a Block Search, the Surface Options dialog must be configured as follows: Surface Type = Non-Circular. 2. Open the Tutorial 07 Feature Analysis. Lowe-Karafiath. This is left as an optional exercise for you to experiment with. Enter new values for the Left and/or Right Limits, and select OK. The SHANSEP. The available selections will depend on whether you have analyzed CIRCULAR or NON-CIRCULAR slip surfaces). Slide Model. The Saturated Unit Weight is NOT the buoyant unit The Auto Grid option in the Surfaces menu will automatically create a square grid of slip centers, positioned and sized according to the current Slope Limits. To enable one of the advanced groundwater options, select the Advanced checkbox and choose an option. Click OK. TIP: See the Slide2 Search Methods article for an overview of the different search methods in Slide2 and suggestions for using them effectively. The Mesh Setup option, available in the Mesh menu or the toolbar, allows you to define the Approximate Number of Elements and the Element Type, for the mesh. Select Sensitivity Plot from the toolbar or the Statistics menu. Entity is the common term used to describe any item that is added to your model. Boundaries are added using the Add External Boundary, Add Material Boundary, Add Water Table, Add Piezometric Line and Add Tension Crack options. GLE (General Limit Equilibrium) / Morgenstern-Price (the implementation of the GLE method in Slide2 is essentially equivalent to the Morgenstern-Price method) Sarma (Vertical Slice Method) Any or all of these methods can be selected for a given Slide2 analysis. "upper clay" instead of "soil1"). 2 Tension Crack Statistics. After a Probabilistic Analysis, you can view Histogram, Cumulative, Scatter Lognormal Distribution. Use an Infinite Strength material when you wish to define a region through which a failure surface cannot pass (e. Length, width, height and angle dimensions added to slope. Search Method = Grid Search. The Material Name you enter in the Define Material Properties dialog will appear in the Assign dialog when you are assigning the material properties. 0 (Rocscience Inc. So to get rid of the tension you need to add a tension crack layer. The Project Settings should always be selected before you proceed with creating your model, as some of the settings (for example, the Units of Measurement and Groundwater options) determine the input and availability of other modelling options. The Sidebar offers context-sensitive shortcuts to display options, object properties, material properties and other features as described below. In the Save As dialog, enter a filename, and save the file. For example: Enter vertex []: 5,5 <Enter>. The Saturated Unit Weight option will ONLY be enabled if a Water Table exists. On the Groundwater page of the Project Settings dialog, the following advanced groundwater options can be enabled: Transient Groundwater. The Transient FEA Options Slide Model. The results obtained from ROCPLANE program are listed in Table 3. In the case where the closest point is a vertex, the program will use the orientation of one of the two line segments which joint to this vertex. You will see the Grid Spacing dialog. Create Automatically. See Tutorial 26: Analysis of Embankment using multi-modal optimization (MMO) for more information on doing non-circular searches with a focus entity. You can model complex geometries, soil properties, groundwater conditions Pressing the Alt + Print Screen keys together will capture the application window only to the clipboard (useful if the Slide2 Model program window is not maximized on your desktop). The Saturated Unit Weight is the saturated, bulk unit weight of the material, and should always be GREATER THAN the Unsaturated Unit Weight. When you select the Probabilistic Analysis checkbox: The Probabilistic Analysis options will be enabled in the Project Settings dialog (see below). 3 Conclusion. Detailed analysis results are viewed with the Graph Query or Query 1 × cot α cot α cot φ − 1 . MODEL is the pre-processing program used for entering and editing the model boundaries, loads, material properties, groundwater conditions, slip surface definition, and saving the input file. If a random variable has a Lognormal distribution, then its natural logarithm has a Normal distribution. Dec 26, 2018 · Crack download software midas civil v2018 VMGSim v10. Select the Plot button to generate the Sensitivity Plot. The Tensile Strength option can be very useful for models which exhibit tensile forces between slices or on the base of slices. The Groundwater Analysis in Slide2 allows you to easily define and analyze a groundwater problem, using the same model as for the slope stability problem. pak Aion 3. Various types of slope reinforcement can be modelled in Slide2, including: End Anchored support (e. To enable a Probabilistic Analysis with Slide2, the first thing you must do is select the Probabilistic Analysis checkbox on the Statistics page of the Project Settings dialog. Jun 27, 2021 · Listen to Crack Phase 2 8 5 Rocscience and 196 more episodes by Miss Tanakpur Haazir Ho Full Movie In Hd Download Utorrent, free!. To define material (soil or rock) properties, select Define Materials from the toolbar or the Properties menu. Enter vertex []: 5,10 <Enter>. 0. The Assign Water Surface dialog will appear. It will also appear in the tabs at the top of the Define Material Properties dialog. g. 3 . Slip Center Grid. You will see the Edit Boreholes dialog. This is the meaning of the term Lognormal. ROCSCIENCE EXAMINE3D V4. Use the checkboxes in the Data to Plot area, to select the Sensitivity Analysis variables that you would like to plot. The filename extension will be *. You can do this graphically with the mouse, or enter an x,y coordinate pair in the prompt line. They are launched into the soil, and often used as a quick fix for slopes that are Probabilistic Results Overview. Large tensile forces in limit equilibrium slope stability analysis usually The Unsaturated Shear Strength option in the Define Material Properties dialog allows you to account for shear strength induced by negative pore pressures (commonly referred to as matric suction) in the unsaturated zone above the water table. The type of infilling material within a discontinuity can also have an impact To use the Borehole Editor: Select Borehole Editor from the toolbar or the Soil Profile sub-menu in the Analysis menu. Define Materials, Define Support ). INTERPRET. In the Slide2 Interpret program, tools can be imported from the following file types: *. The triaxial test results were imported into RocData 5. The key elements of the Planar Sliding Kinematic Analysis are: For Planar Sliding you can use either Pole Vector Mode or Dip Vector Mode. When the Surface Type in the Surface Options dialog is Non-Circular, you can define: A critical surface search to attempt to find the slip surface with the overall minimum safety factor for a given slope. This is done graphically with the mouse. Select File > Save As from the menu. Corps of Engineers #2. Mechanically end anchored rock bolts) Geosynthetics (also GeoGrids, Geotextiles or Strip reinforcement) Grouted Tiebacks / Ground Anchors. Almost any 3 or 4 sided wedge can be defined by the slope planes, failure surface and tension crack, as shown in the following figures. Export DXF. 33576m and the water percent filled value depends on the tension crack length in each case. COMPUTE. Select Export DXF from the Export sub-menu of the File menu. Wedges are defined by two intersecting discontinuity planes, the slope surface and an optional tension crack. Therefore use a meaningful name which you can associate with your soil type (e. Select Copy to copy the selected data to the Windows clipboard. A Query in Slide2 is simply a slip surface which has been selected with the Add Query option, for the purpose of viewing and plotting detailed analysis results along the slip surface (e. This allows you to define the location, layering sequence and thickness for any number of vertical boreholes. For most real-world slope stability problems The Generalized Anisotropic Strength option allows you to create a composite material model in which you can assign any strength model in Slide2 to 1) any range of slice base orientations or 2) any set of anisotropic surfaces. A quick way to use Scale Image is with the right-click shortcut: Right-click on an image drawing tool, and select Scale Image from the popup menu. The groundwater analysis in Slide2 is a finite element analysis, and therefore a finite element mesh is required in order to solve the problem. The current parameters in the Mesh Setup dialog, will be applied whenever Discretize or Mesh are selected from the toolbar, the menu, or the Mesh Setup dialog. Description: Rocscience Softwares is a complete set of software for geotechnical engineers. A Lognormal distribution can be useful for modelling To use the Parameter Calculator dialog: In the Define Material Properties dialog, set the Strength Type = Generalized Hoek-Brown. Turbo color hot to cold. Surface Options. Use the checkboxes in the dialog to select the data that you would like to export. Properties Keyboard Entry. Use the mouse to graphically select a point with known coordinates on the image (zoom in if necessary to accurately select the desired point). This will display the Parameter Calculator dialog, which allows you to calculate the parameters mb, s and a, from values of Define Materials. Configure el Nivel del Agua (“Water Level”) a Utilizar Napa Freática (“Use Water Table”). The following options are available. The Slide2 INTERPRET program is the post-processing module used for data visualization and interpretation of the Slide2 analysis results. External loading, groundwater and support can all be modelled in a variety of Slide Model. A Statistics menu will then be available in the Slide2 main menu. To add an axis point: Select Add Axis from the toolbar or the Surfaces menu. 005 ROCSCIENCE . Save this example file with a new file name without overwriting the original file. To change the Slope Limits with the Define Limits option: Select Define Limits from the toolbar or the Slope Limits sub-menu of the Surfaces menu. The Planar Sliding Kinematic Analysis failure mode is a test for sliding on a single plane. You will see the Add Text dialog. Various The Contour Options in Slide2 allow you to customize the safety factor contours which appear in slip center grids, if a circular surface Grid Search has been performed. Anisotropic Function files in Slide2 use a *. Mesh Setup. A Launched Soil Nail is generally a tube with a solid bar around it. In the Define Material Properties dialog, select the Use Tensile Strength checkbox. 029 ROCSCIENCE ROCSUPPORT V3 ROCSCIENCE SLIDE V6. The F7 function key can also be used to toggle the grid on and off. Select Export Raw Data from the Data menu. For a given slip surface, a single value of safety factor is calculated. To do this: Select the Assign Water Surface option from the Properties menu. The Project Settings option is used to configure the main setup parameters for your Slide2 model. See page 222 of Duncan and Wright’s Soil Strength and Slope Stability text for more information. Slide2 is very simple to use, and yet complex models can be created and analyzed quickly and easily. However, a solid bar can also be modelled by setting the appropriate parameters to zero. Every operation adds entities to the model to build up the features of the simulation. Entity. Corps of Engineers #1. slmd (Slide2 multi doc file, compressed). This includes slope stability results as well as finite element groundwater results if you have performed a groundwater seepage analysis. Figure 1: Critical failure surfaces for various analysis assumptions. Slide2 boundaries and support can be exported to a DXF file (AutoCAD Drawing Exchange File), using the Export DXF option in the Export sub-menu of the File menu. Planar Sliding Kinematic Analysis, pole vector mode. Z = sin φ − tan α × cos φ. See the complete list of features, analysis methods, and strength models for this 2D Limit Equilibrium program. Advanced Groundwater. Tips. Back-analysis was then done using multiple non-linear failure envelopes to determine the rock-fill shear strength parameters that would generate a FOS A Grid Search is one of the Search Methods available in Slide2 for locating the Global Minimum safety factor for CIRCULAR slip surfaces. Undrained (Phi = 0) Unsaturated shear strength. After the first point is entered, notice that as the mouse is moved, the length and angle between the first point and the current location of the . Select OK and the Soil Profile boundaries will be generated from the borehole The Launched Soil Nail support type can be used to model launched soil nail slope reinforcement. In the DXF Options dialog, select the entities you would like to export, using the checkboxes provided. Enter the point graphically with the mouse, or enter x,y coordinates in the prompt line. You will see an Open File dialog. Define Tension Crack; Rocscience is a world leader in developing 2D and 3D software for civil, mining, and The Right Mouse button can be used as a shortcut to delete individual vertices. Define Tension Crack; Rocscience is a world leader in developing 2D and 3D software for civil, mining, and There are two methods that people have used to model HDPE liners in Slide2: The first method is to model an HDPE membrane as a thin material layer with a polyline search focus. The choice is based on which line segment is drawn Aug 1, 2021 · rocscience slide2 crack. To dimension the length, X distance, or Y distance between any two points in the view: Add Material Boundary. An Infinite Strength material in Slide2 represents a slip surface "exclusion zone", through which slip surfaces are not allowed to pass. Texture Mapping. Adelaide, SA 5000 Open today 8:30am - 5:00pm 1300 661 382. This type of analysis can be referred to as a DETERMINISTIC analysis. For example, the following editing options are available through the right-click. A Block Search is one of the Search Methods which can be used in Slide2 for locating the Global Minimum safety factor for NON-CIRCULAR slip surfaces. jpg) Windows Bitmap (*. In a traditional slope stability analysis, it is assumed that the values of all model input parameters are exactly known. This point will locate the upper left corner of the Text Box. To Export (save) an Anisotropic Function: Select the Export button in the Define Anisotropic Strength Function dialog. Given the point on the anisotropic surface, Slide2 computes the orientation of the surface at this point and uses this as the anisotropic angle. The axis point should of course be entered somewhere above the slope. Contour for column depth. Enter the vertices of the External Boundary, as described in Entering Coordinates. Enter the starting point, and the flow line will be generated. Unsaturated shear strength parameters are Phi_b and Air Entry Value, as described below. To add a Text Box: Select Text Box from the toolbar or the Tools menu. You will be prompted to enter a starting location for a flow line. The general features of the Contour Options dialog Select File > Recent Folders > Tutorials Folder from the menu. In order to perform a Grid Search, the Surface Options dialog must be configured as follows: Surface Type = Circular. Probabilistic Analysis Overview. Define Tension Crack; Rocscience is a world leader in developing 2D and 3D software for civil, mining, and Select Add Flow-Line from the toolbar or the Lines sub-menu in the Groundwater menu. Note: the default filename will use the Function Name, but this can be changed if required. Only ONE option can be selected, it is not To add a support element: Select Add Support from the toolbar or the Support menu. Slide2 incorporates a state-of-the-art 2 dimensional automatic finite element mesh generator, which can generate meshes based on either triangular or quadrilateral finite elements. Zoom into the grid, select the lower-left corner of the grid and give it the necessary coordinates. Search Method = Block Search. Snowden modified anisotropic linear. MODEL, COMPUTE and INTERPRET will each run as standalone programs. Click the RIGHT mouse button, and the vertex will be "selected". The distance from tension crack to the crest is 15. Now select the desired Water Surface. 13 Sprutcam v10. Groundwater Analysis with Slide2. Slide Model; Define Tension Crack. Enter the X and Y coordinates of the lower-left (Minimum X Y) and upper right (Maximum X Y) corners of the drawing region you Particle Swarm Search. Set the Define Strength Using option to mb, s, a, and select the GSI calculator button . Reverse Colors Option for Contours. The Filter Surfaces option in the toolbar or the Data menu, allows you to filter the surfaces displayed by the Minimum Surfaces or All Surfaces options. You will see the Tension Crack Statistics dialog. The dimensioning tools in Slide2 allow you to easily measure and display lengths and angles anywhere on the model, as shown in the following figure. Use the keyboard to type coordinates in the prompt line at the bottom right of the Slide2 application window. 1. li cd os uc si gv rl kw ps jv