Autodesk Robot Structural Analysis Training replace.me – replace.me

Best practices for updates and collaboration The Revit structural model combines a physical representation of the structure with an analytical representation. Node: loads or displacements acting at a single point in the structure b. Note that if the label already exists, Robot will ask you if you want to overwrite the label definition. Thanks, Jane We have tried to be as accurate as possible, give you some deeper color around the features of the program, and to hopefully demystify some of the more challenging commands in the program. This tutorial shows More information.❿
 
 

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I would feel remiss at spending pages here to detail the installation process. We ve made many changes and improvements to our job listings, including the following enhancements: You can now create an More information. Trademarks: Autodesk and Robot are registered trademarks of Autodesk, Ine. However, there are some advantages to starting the design process with a model in Revit software instead of with Robot Structural Analysis Professional. Look at code parameter autodesk robot structural analysis professional 2015 tutorial pdf free in Robot for AISC — 05 and learn techniques for creating design читать далее to control your member design. The standard methods of interacting with typical windows style programs do not necessarily apply to Robot which can lead to some confusion while trying to learn this product. Simplified version of Eurocode 3 for usual buildings.

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Mastering Autodesk Revit for Architecture is packed with focused discussions, detailed exercises, and real-world ex. Home; AUTODESK ROBOT STRUCTURAL ANALYSIS PROFESSIONAL pdf Autodesk Robot Structural Analysis Professional – Training Manual (Metric Version). Autodesk Robot Structural Analysis Professional _ Essentials (replace.me).pdf – Free ebook download as PDF File .pdf) or read book online for free. Autodesk Robot Structural Analysis Professional Full Version Free Download Screenshots: With this software, you can make designs and whatever you want in your. Note: Starting with Robot Structural Analysis Professional , Getting Started Guide – Imperial Units (pdf – Kb).❿
 
 

Autodesk robot structural analysis professional 2015 tutorial pdf free

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. Since the structural design process is iterative, there may be a need to send the structural model back to Robot for further analyses after making design changes.

Modeling bars in Robot serves as not only geometry definition, but is also the confluence of several different. Generally speaking, letting Robot manage this is the best option, Member Name: This is an automatic Naming for members which will be used in member code-check verification and design to help you identify the member. Using the ellipsis button to the right of name will allow you to adjust the naming scheme for the bars you are creating. See the Bar Name section just below for more information Bar Type label: This label stores all properties regarding member ode checking: Eg.

Section Label: This label stores information about the structural section type. Only elements that could be assigned the Bar ‘Type selected will be displayed in the section dropdown, This helps avoid, for instance, applying Timber calculation properties to a steel member and vice versa. Discussion of using offsets will be dealt with in a future text. You can also type these variable names directly into the Name Syntax box but this is a convenient way to make sure that you have the variable syntax correct.

Bar Type Labels in Robot are a means of creating sets of parameter settings which may be referenced by elements in the model. This is very powerful in that members only reference a parameter set label so changing the parameters of the set the label all members which reference that label will have the new properties. We will discuss the particular settings for steel and conerete in their respective design sections. These code checking parameters are specific to the code you have selected in Taa.

In my case, I have selected AISC as my steel design code so my dialog indicates that in the title. If you are modifying a member type definition, you will be asked if you intend to overwrite the existing definition, Note that many members may already have this member type applied and by changing the settings, they will be changed for all members which have this member type definition label. In this dialog, you can configure new sections of all types and add them to the list of sections available in the Section dropdown in the Bars dialog.

If the section in the dropdown was a steel section, then the New Section dialog will open to the Steel Member configuration: I mention this specifically because the most important part of this dialog is down at the lower right, or 1 in this image. This is where you tell Robot which type of section you intend to configure. The entire dialog will change based on this setting. Mf you: change Section type, then the new section type will be added to the list of section type labels but will not automatically populate in the Section dropdown in the Bars dialog.

You first need to change the Bar Type dropdown to a bar type which applies to the new section you have configured. We will deal with Standard Section types in this book, but it is worth noting that parametric, tapered, compound built-up sections can all be specified and analyzed. Family Filter: Select one of these options to reduce the number of families shown in the Family dropdown 6.

Database: Allows you to select elements from various databases which you have configured in the Tao. This will change the options available under the Section dropdown below.

Ifyou want to use a C section as both a girt and a beam e. This advanced analysis and associated settings will be left to an advanced text. Closing the dialog will not save any changes and will not create the new section label for you to use in your project. If you wish to create several labels at once, simply pressing the Add button after configuring each will add them to the list of available sections. Section Labels, similar to Bar Type labels are settings applied to bars.

Sections are added to the project for use in modeling via the sections dialog. Using the ellipsis button next to the Section dropdown in the Bars dialog is a shortcut to adding a new section to the list of current sections in the project.

Your default elevation may vary The template is preconfigured with this story. If you are not in the Plan tab, select that tab now. If you don’t see a plan tab, check that. Make sure that the grid and ruler are on and snapping to grids is turned on: a. Your plan view should a. We may want to change those later but for now, they are fine. This dialog is almost identical to both the Columns dialog and the Bars dialog. Our naming scheme will be the same as it was previously.

Think of labels as keys into tables. Dil Nowsedit abet b. This is also available from Too. If you want to delete a support label, use the delete button mentioned in number Lb above. Creating a new support label You can either press the new label button Dito create a completely now label or you can double-click on any existing label to launch the configuration dialog and give ita new name.

We will cover Rigid and Elastic as other support types will require and understanding of nonlinear analysis techniques. Support Name: If you use the same name as a previously defined support you will be prompted to overwrite that support definition. Doing so will affect any nodes, edges or planes which currently have this support type defined. Accept the default supplied name or provide your own custom name.

Itis recommended to provide a name which will help you identify the support settings later e8 Pinned, XYRoller, ZSpringLOkft Fixity directions: These are all based on the project coordinate system for nodal supports however, Linear and Planar supports may be oriented relative to the member local coordinate system.

Node means that the X axis of the support will be aligned from its nodal position towards the node specified. No matter where you apply this support it will orient its X axis toward the node you specify no matter where it is in the project. Point is the same as node but is not bound to a node. However, the X axis of the support will always align itself from the supported node toward the specified coordinate location. You can also select the label and press the new label button 3] which will simply open the definition dialog for the currently selected label.

Re-configure parameters as necessary and leave the name the same. You can simply type in your node or edge selection, you may make your selection graphically in the project or you can simply click nodes in the view to apply the support.

We will take ch method in turn. Click to apply: In the Support labels dialog, select the appropriate tab at the top Nodal, Linear or Planar. You will only be able to apply support labels to the element type which corresponds to the tab you have selected. Next, select the label you would like to apply or the delete label if you wish to remove supports. Type in selection: In a similar way to the Click to Apply method above, select the appropriate tab Nodal, Linear or Area select the label you would like to apply.

Examples: 1. Next Click in the Current Selection edit control to indicate that you wish to create a selection and move your cursor out into the view. Notify All has no significance in this instance. Turn on node numbers using the toggle at the bottom of the view window 3. You should now have a view which looks something like this!

Uncheck UX and UY un-constrain movement in the x and y directions Notice that there are now two new labels in our Supports Dialog: a 15, Select PinnedFreeRotation and move your cursor out into the project Your cursor should change to a black arrow with a graphic of the support you are about to apply.

Go ahead and select several nodes by left:clicking on them. Go ahead and select several other nodes by box selecting. Select PinnedFreeRotation again and move the cursor into the view and click the lower edges of the other panels in the core wall.

Close the Supports Dialog. When you are in the Release Label tool, the view will automatically switch to display codes but you can also do this manually.

First let’s take a look at the New Release Definition dialog. Unchecked means that it is to remain fixed. 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.

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Alexa Actionable Analytics for the Web. Sell on Amazon Start a Selling Account. AmazonGlobal Ship Orders Internationally. ComiXology Thousands of Digital Comics. Read online Autodesk Robot Structural Analysis book pdf free download link book now. Autodesk Navisworks products can combine design data created with a variety of design tools, and then publish the entire model to NWD format including properties, comments, viewpoints and 4D playback. Navisworks Freedom and the I have found reference to one for Robot but none for the Bridge Design programme.

If there is, any idea how Page 7. We have just obtained the programme but have not got a manual or user guide with it. Thanks, Jane User s Guide Be more productive with Autodesk software.

Enhance your productivity. Autodesk Page 8. This site is like a library, you could find million book here by using search box in the header.

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MPV Autodesk Revit software has great built-in tools for adding and managing keynotes. The standard methods of interacting with typical windows style programs do not necessarily apply to Robot which can lead to some confusion while trying to learn this product. I vividly recall my personal process of learning Robot and I would say that the learning process continues on a day to day basis.

I was not born in Boston. If you know anything about Boston, you know that there is nary a straight road in the town save Back Bay: lucky us. Learning to drive around Boston is quite possibly one of the most exhausting experiences I’ve had. It makes it impossible to enjoy the sights, impossible to find where you want to go and infuriating after you’ve missed the turn and can’t figure out how on earth you can get back to where you were before.

I feel quite the same about Robot as a learning experience, but once you get the hang of it, you’ll be off and running. Now I love driving in Boston and I also think you’ll have a lot of fun with this powerful tool. No practicing structural engineer I have ever known, would swap out a structural analysis package without a thorough investigation of the capabilities and not until having gained a thorough understanding of the settings and their effects on the outcome of the analysis and design.

The list of capabilities and configuration options is mind-numbing. We will not cover advanced analysis types e. For the topics we cover, I will try to give a thorough explanation of the essential functionality with enough detail that: you can make good progress.

We will leave advanced topics for another text. Please see the section on Further Reading for suggestions on additional texts which can help you with the finer points of Finite Element Modeling. The truth is that we, as a profession, have done extensive research to understand the statistical probabilities of load variation, material variation, and to understand the limits of our ability to analyze structural components. This book presumes that you are already familiar with and proficient with both the process and science of building structural analysis by the finite element method.

It should be said here that, while Robot Structural Analysis is a very powerful tool for building structural engineering, it is a tool which requires a strong foundation in the engineering principles behind FEA and using it without understanding the principles behind it can lead to unsafe designs and very bad consequences.

Talso assume you have successfully installed and licensed the software. Autodesk technical support is highly skilled at assisting with any installation problems. I would feel remiss at spending pages here to detail the installation process. What you will learn Chapter 1 – Getting Started From opening your first project, starting to understand the interface and navigating a project, using workplanes, graphical views and tables.

You will gain familiarity with the basic function of the interface. Most importantly you will learn all about how to manage selections in Robot. Configure material databases, unit formats, design and combination codes, and take a look at analysis settings. Chapter 3 – Basic Structural Modeling Learn how to layout structural grids and stories, add nodes if desired, model bars, beams, columns, and apply support definitions. You will begin to learn about Robot laby very important concept in Robot.

Chapter 4 – Modeling Loads Learn the ins and outs of adding loads to your structure model. Some of the loading techniques are unique and you will get insight into adding all types of loads for static analysis. Chapter 5 – Pi iminary Structural Analysis In this chapter, we will look at Robots automatic load combinations: a very important feature of Robot analysis.

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