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Why do we use it? Autodesk Robot User Guide Which has a darkness of his possess, it haunted him, turning him into a gorgeous Grasp of seduction and agony. Where does it come from? Autodesk Robot User Guide You should click "I am not a robotic" to continue Usage of this webpage continues to be denied mainly because we believe that you're employing automation resources to search the website.

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EN Documents. Structural Engineering Services by Licensed Professional Our licensed professional structural Documents. O software Autodesk Robot Structural Documents. This is the default justification method for all analytical structural elements. Automatic adjustment is then performed, as long as the analytical model of the adjacent element is within tolerance.

Each structural member has optional locations for its analytical projection plane. These projection plane locations are relative either to the levels of the structure or to the structural element itself.

Each projection plane for each element has a default location, but the user may change the location by adjusting the Vertical parameter on the Analytical Model section of the Properties palette. Manual adjustment of the analytical model Revit software includes a special analytical edit mode that enables direct manipulation of the analytical model, providing greater control. In this edit mode, the user can directly modify the analytical model elements of beams, braces, columns, floors, and walls.

To activate the analytical edit mode, select the Analytical Adjust icon on the Analyze tab. Additional access is provided on the contextual tabs of all the analytical elements. When the edit mode is activated, node elements appear at the ends of all analytical beams, braces, and columns.

In addition, analytical floors, foundation slabs, and walls have corner analytical nodes. All non-analytical elements are set to half-tone and are not selectable. You can toggle between the global and the local coordinate system simply by hitting the spacebar. Figure Revit software includes a special analytical edit mode that enables direct manipulation of the analytical model.

When floors or foundation slabs in the analytical model are selected, the user sees controls posted at all corners and edges, which enable direct manipulation of the analytical model. You may select individual edges by using the Tab key while hovering over an edge. Pressing the spacebar will cycle through edge local and global drag widget arrow orientations.

You can also select the analytical node itself, resulting in the display of a widget for the node. Moving the node will move the ends of all elements that join the node.

To remove a single element from the analytical node, first select the element and then use the widgets that appear at its end to move only the end of that element. The same behavior works for multiselection.

If you want to remove two elements from an analytical node, select each element and move the widget. Only those elements will be moved and be disconnected from the analytical node.

The presence of openings in a surface analytical Figure To simplify the model can make it overly complicated for analytical model, Revit users analysis.

Engineers may want to simplify the can identify openings in floors, analytical model by specifying which openings foundation slabs, and walls should not be included in the model.

The that will be ignored during openings editor enables you to identify openings analysis. In the analytical edit mode, selecting the Openings button launches the openings editor. In this editor, each opening in an analytical model has a checkbox. To ignore the opening during analysis, simply uncheck the checkbox and the opening will be removed from the analytical model, yet remain in the physical model. The Analytical Wall Adjustment tool enables the selection of nodes that are associated to analytical floors or analytical foundation slabs as the target position of the wall adjustment.

An analytical link is an element connecting two separate analytical nodes. Analytical links may be used in situations such as connecting offset columns or beams, or modeling rigid floor diaphragms. Manually creating analytical links helps to simplify and accelerate structural analysis of the model.

Thanks to ability to create filters based on the Connection Status parameter, you have greater control over the analytical model. You can use Analytical Model Categories visibility settings to display local coordinate system LCS widgets along structural analytical elements in a view.

Figure Local Coordinate System widgets along structural analytical elements in a view. Hosted loads and boundary conditions can be oriented to the host LCS. Figure Review warnings and make appropriate corrections.

These checks will also help prevent the creation of duplicate nodes and the generation of other errors or warnings when linking to Robot. Figure Revit analytical model tools.

Tools for analytical consistency provide warnings in the early design stages about the stability of the structure. This gives a user greater insight into a design prior to submitting it for complete analysis. During a member support check, the software will inspect each structural element to help see if it is correctly supported. For example, a typical beam should be supported by another beam, a column, or a wall.

For each element that is identified as not supported, the software will generate a warning message. This member support check will also help identify circular support conditions.

Tolerances can be configured in the Structural Settings dialog box. For example, a warning will be generated if the analytical model line is more than 12 inches from the physical model per the settings shown in the figure below.

Figure Analytical model settings in Revit software. During the design process, an element may be significantly moved or adjusted. If the overridden Projection parameter is not updated, the analytical model will be significantly different from the physical model. Both of these checks can be performed manually or automatically. Automatic checking is not recommended during the initial creation of a Revit model or during significant revision to a structure.

Use automatic checking once the design process has stabilized and only minor changes occur. Analytical attributes Member end releases Member end releases may be adjusted in both Revit and Robot.

Those adjustments can also be made in Robot if a more robust toolset and settings are needed. By default, Revit creates pinned connections between member ends. Therefore, when the model is initially sent to Robot, make all adjustments to member end releases before running calculations in Robot.

All the end release adjustments will be transferred back to Revit during the next update of the Revit model from Robot. Best practices for updates and collaboration The Revit structural model combines a physical representation of the structure with an analytical representation. The bidirectional link between Revit and Robot enables this common model to be used for structural analysis and design, drawing production, and project coordination.

During the design process, the engineer uses the Revit model in Robot for analysis and design. All changes made by the engineer to cross-sections and materials using Robot can be viewed in the physical model as well by the designer using Revit. A diverse range of results and structural parameters—including reinforcement for concrete structural element—are transferred from Robot to Revit.

This information provides the designer with valuable design intent regarding the reinforcement of the concrete elements. Note that if the label already exists, Robot will ask you if you want to overwrite the label definition. You now have two options. Similar to load application, these arrows are indicating the direction of the bar start to end which will be assumed by Robot for application.

If you move the mouse to the other end of the clement, the direction of the arrows will flip allowing you to apply the reverse of the label to the element. Release Label Codes and Symbols Robot displays information about the releases applied to bars with two different methods.

The symbol ONLY indicates a release, there is no way to tell which displacements or rotations have been released. Here is what it looks like in the project environment: A note about releases: Releasing degrees of freedom in the model can lead to model instabilities when it comes time to solve the system of equations. Here are some typical situations that you should be careful about. In other words, Robot found a zero on the diagonal and introduced a slight stiffness which negates the zero: however, the model will very likely be incorrect in this state.

Which degrees of freedom Robot chooses and why it chooses them is not immediately clear. If you choose to use releases in your model, it is recommended to begin with a few at a time, check the model can be analyzed then continue adding and checking.

The first place to begin looking at your model isin the displacements to see if there are any drastically unexpected displacements. Also be watchful for unexpected foree diagrams, and look out for unexpected torsion showing up along your members. These are indications that there is something wrong in your model.

Helpfully, when instabilities are detected and ignored during calculations, the Calculation Messages dialog will show, letting you know what. Robot will manage this for you so even if you supply a number Robot will automatically replace it with the next in sequence.

A great example of this might be a bridge crane load where you want to check the load at all support points but do not want them to all be applied at the same time. This can be the same as the Label or you can provide a more descriptive name to help you remember the usage. Now for the next one, change the nature to Live and check to see that Robot has switched the label and name to LL, if not, type those in yourself.

Finally add a WindNS case as well. You can model almost any conceivable type of structural loading in Robot from self-weight to drifted snow to harmonic loading and more. We will cover the basic types of nodal, bar and surface loads and leave advanced types to another text. Using the Load layout from the layout selector: The Load layout organizes the display to automatically show the load table and the load types dialog. Once you have configured your load cases, you typically will not need to use that dialog again however, it can be used to specify the current load case for load application.

That said, the load case selector on the selection bar can also be used so perhaps the most useful feature of the automated Load layout is positioning the load table nicely at the bottom of the screen so that you can watch the entries in the table as you apply loads graphically.

You can also simply use the table to manually enter loads in cases where you have the same load to apply to many elements. You could also import loads from a spreadsheet if you have set the spreadsheet up to create information in a format similar to the loads table. All this said, The Load Layout does not give you anything that simply opening the Load Definition Dialog would not do: the choice is yours.

Select load case for load you intend to apply from the load case selector or in the Load Types dialog if you have that open 2.

Select the type of load you wish to define H. Configure the parameters of the load to be defined in the corresponding load configuration dialog which opens after selecting the load type. You will then be returned to the Load Definition Dialog where you will select elements to which to apply this queued load.

Apply loads to elements: a, You may move the cursor directly into the project view and click elements to apply or b. If the Toad case displayed here is not the load case to which you would like to add a new load then change it from the case selector on the selection bar or by selecting, it in the Load Types dialog. Detailed descriptions below. Node: loads or displacements acting at a single point in the structure b. Surface: Loads on planar surfaces B. Selfweight and mass: applying self-weight for whole or part of the structure, lumped masses, body forces and centrifugal forces on elements.

You may type your selection, copy paste your selection, use the selection dialog, or manually select elements in the project. This edit control is intended for use with the Apply button below. May have angle of application specified. Intended for use in conjunction with shell and volumetric elements.

Bar Force Concentrated force or moment and angle of action at a particular point along a bar. Loads acting eccentrically to the member may also be defined with this tool. Dilation Dilation: Load is a lengthening or shortening of a member. Planar load Planar load is a method of applying loads to multiple members at once. Load magnitude can be specified at each point to create a linearly varying load. For snow drift loads on rectangular areas use the Planar 3p Load on Contour below.

Can configure both a uniform plus portion that varies with depth according to a unit weight per unit volume setting. May be oriented with respect to any of the three axes.

Specified points need not fall within the defined contour. Use this type for applying snow drift loads. Ke Added Masses - Bars Define additional mass for linear elements along their length. Enter the magnitudes of the concentrated nodal force components in each of the three global axes X, Y, and Z. Next specify the concentrated nodal moments about each of the global axes and last define an angle of rotation about the axis at which the forces act relative to the specified axis.

Each angular measurement is an amount of rotation about the specified axis. Click to apply: When you move your cursor out into the project area, the cursor graphic will change to an arrow with a graphic indicting a nodal load.

You can simply begin selecting nodes in the project environment by clicking them directly when this cursor is active. The load is applied as. Once you have done this, the click-to-apply cursor does not like to come back.

Hach angular measurement is an amount of rotation about the specified axis. Decide if this load should be projected or not. It should be added that this consideration ignores any rotation of the load.

If you choose to use rotation of the load, be careful about using projection. Your model, however, will still appear to have a uniform load applied at the eccentric application point. Creating a Uniform Load in the Project: 1.

Click to apply: When you move your cursor out into the project area, the cursor sraphic will change to an arrow with a graphic indicting a uniform or planar load.

You can simply begin applying the load to bars in the project environment by clicking them directly when this cursor is active. Once you have done this, the click-to-apply cursor docs not like to come back. You must decide if X, Y, and Z refer to the global axes of the project. The number of value fields here will directly correspond to the selection made in number 1 above. Current units are displayed for reference at the top of the column. Projected loads are often used in snow loading for an element.

It should be added that this consideration ignores any rotation of the load, If you choose to use rotation of the load, be careful about using projection as the results may not be what you would expect. All bar loads and surface loads will use this same icon b, You can simply begin applying the load to bars in the project environment by clicking them directly when this cursor is active.

Notice that hovering near one end of the beam or the other results in two little arrows along the length of the bar. This is indicating the direction of the x axis of the bar for purposes of applying a trapezoidal load. Using the Selection Dialog: You can also use the Selection Dialog to build a selection for applying your loads. Chain Selection: a.

The last checkbox option controls how Robot deals with subsequent changes to geometry. If left: unchecked, Robot will continue to think of these bars as a single element where this oad is concerned. Ifchecked, each bar will be treated independently and will maintain the values of load at its ends upon modification. See the Robot Help files for graphics illustrating this. This can be incredibly important: Member designs and code checks are performed at only specified locations along the length of a member.

As you can see from the steel member verification results, the calculated max moment for this member is 0. It will not provide any diaphragm action. Claddings are planar elements which may be created in any orientation.

Once created they provide a distribution element which can take planar loads and distribute them to model elements in either a two-way or one-way distribution. Claddings have local coordinate systems which dictates which directions the load is distributed. You can view the local coordinate system for each cladding, modify it and also display the current distribution options selected for the cladding object.

This will laddings Dialog as shown here: 1 Object Number: Robot will automatically pick the next available clement. If you choose to specify one and that element already exists in the project, Robot will ask you if you want to re-define it. Options are: a.

Two-way: loads are distributed with a trapezoidal distribution to members co-planar with the cladding element in both the cladding local X direction and the cladding local Y direction. Circle: Simplified definition by three points 4 Geometry section expands to allow configuration of the vertices of the cladding. Te will change depending on the style of cladding geometry you have selected in 3 above.

Contour, Rectangle, or Circle. While it is possible to create a non-planar cladding, doing so will not allow you to apply nor distribute loads. Current vertex list? For buttons as you click in the project environment, you can select back and forth between these options for each edge you wish to create thereby stringing together linear and are segments in order to specify exactly the cladding configuration you desire.

To use this interface, right click in the spreadsheet to insert a new row and configure the parameters.

Rectangle: This is a simplified version of the contour definition above and will likely be the most frequently used. Changing the Definition Method will discard your current vertex Selecting Rectangle will reconfigure the Geometry section as shown You can type in the coordinates of three points defining the rectangle.

The first two points define the first edge and the last point merely defines the distance perpendicular to the first selected line and potentially the inclination if a 2 coordinate magnitude is specified by manually typing in coordinates or snapping to elements in the project.

Circle: Requires the definition of three points that lie on the circle. You may manually type in the coordinates or select the points in the project environment. You may create a sloped circle by either manually specifying a z-coordinate or snapping to an elevated piece of geometry in the project. If you are clicking in the project to define points simply selecting the last point for rectangle or circle will finish the definition and add the cladding.

Loads are distributed along the X and Y axes so the orientation is very important information. Here the two-way distribution cladding has four areas of load distribution to supporting members. There are only four members at the edges of this cladding You can also see the automatically generated loads applied to the beam members at the edges of the cladding resulting from the load distribution by the cladding element to the supporting beam elements.

Placing the cursor in the edit control, you can click two points in the project environment to specify this vector or you can manually type in a direction vector referenced to 0,0,0. Robot will align the X axis with this direction vector. Which will launch the Load Distribution Dialog This is another Robot Label dialog: the three available options for distribution are labels which can be applied to cladding elements by selecting the label you want to.

You can simply begin selecting cladding objects in the project environment by clicking them directly when this cursor is active.

Instead of moving the mouse directly into the project 3. Select panel edges to select the panel. NOTE: Once you have done this, the click-to-apply cursor does not like to come back. The click-to-apply cursor will return, allowing you to continue in a elick-to- apply mode. Using the Selection Dialog: You can also use the Selection Dialog to build a selection for applying the load distribution label.

You can then use the selection dialog like normal. These will either be along global or local axes depending on the setting below under Coord.

System Determine if you want this load applied in the global or local coordinate system. Projected loads are typically used for applying snow loads to sloped roofs Geometrical limits: This option allows you to select a plane and a direction which will limit or constrain the uniform load application.

You can use this in. For instance if you have a slab which is partially exposed as a roof and partially constitutes a floor. You could also simply opt for applying a partial uniform load on a contour. This option, however, will allow the load to somewhat adapt to changes in model geometry whereas a load applied on a contour will need to be updated manually with changes to the model.

If you select Local you can additionally specify a rotation of the load about the line of action. Unique Issues for Linear Loads: If by some chance you cither manually entered coordinates or selected coordinates in the project which do not lie in the plane of the clement, the load might not appear in your project view. Because the load still exists in the project, iftthe cladding or shell element subsequently is moved to a location where the defined line and plane are coplanar the load will be applied to the cladding: however, will still not appear in the project view if filter stories is on.

Here you will see a warning. Select that warning in the Verification dialog to see the load in question highlighted as shown here: Note! We think of claddings like panels but they are not in this case 60 the warning continues even though the load is being distributed by the cladding. Uniform Planar Load on Contour Uniform loads on contours have some similarities with linear loads we have just discussed.

However, if you uncheck the automatic option, then you will apply them in a similar way to the uniform planar load and will need to select the elements to which Robot should apply the load.

This can be somewhat confusing at first.