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Plan, design, construct, and manage buildings with powerful tools for Building Information Modeling. See all products from this Collection. BIM structural analysis software for engineers. See pricing options. Overview Robot Structural Analysis intro.

Free trial. Create resilient, constructible designs connected to BIM. Robot Structural Analysis Professional overview video: min.

Comprehensive access to core wall results video: min. Buildings with sequential self-weight load video: min.

Automated analytical modeling using Dynamo. Robot Structural Analysis Professional features. BIM-integrated workflows. Exchange data with Revit and other design tools. Wind load simulation. Test wind loads during design to avoid costly changes. Extensive analysis capabilities. Test the behavior of static, modal, and nonlinear structures. Finite element auto-meshing.

Create a high-quality, advanced finite element mesh for more precise analysis results. Open and flexible API. Try Robot Structural Analysis free for 30 days. Tips for a successful download. Find answers to common questions. Get help signing in to your Autodesk Account Get help accessing student and education software Step-by-step download and install instructions Troubleshooting download issues. Robot Structural Analysis Professional product support Manage account access downloads and update profile How to convert a trial to subscription.

How much does a Robot Structural Analysis subscription cost? How do I convert my Robot Structural Analysis free trial to a paid subscription? How can I switch to a collection? Reporting: Product usage reporting See an aggregate summary of how many people are using each product and version, and the overall frequency of use.

Collaboration: Autodesk Drive Securely store, preview, and share design data. Shared views Quickly and securely share work with stakeholders. Visit the Autodesk Services Marketplace to find Autodesk-approved professionals to help you with: Training and implementation Systems integration Business process and workflow optimization BIM services and much more Note: Any service contracted with providers is a direct, paid engagement between customers and providers.

Company overview. Investor relations. Diversity and belonging. Autodesk Foundation. Contact us. Students and educators. Affiliate program. Autodesk Research. How to buy. View all products. Buying with Autodesk. Renewal options. Find a reseller. Sales and refunds. Choose your subscription plan. Pay as you go with Flex. Product support. Manage your account. Download and install software. Close Closes the Division dialog box 3.

In the Supports dialog box select Select the fixed support type it will be highlighted Fixed support Move to the graphical viewer; Assigns the support at node no. Select the Bar tab Selects Uniform load. The default parameters will be adopted. On the screen calculation notes will be displayed presenting parameters of snow and wind load cases. Close the text editor with the New load cases have been generated wind and snow calculation notes loads.

Select Full automatic combinations Selecting this option and clicking OK generates full code combinations after static structure calculations. LMC in the top right table corner Closes the table. In this case, the analysis in the plastic range will be considered. Selects the Nodal Force load.

Load parameters, Defines values of the nodal load. The Code check tab Performs the simplified design of the steel bar. As it can be seen, it does not satisfy the conditions of code verification. Close Closes the Bar properties dialog box. As it can be seen, in spite of the work in the plastic range, the structure retains stability.

Moving Loads - 2D Frame This example presents the definition, analysis and design of a simple 2D frame see the figure below , for which a moving load case is defined. Units: m and kN. Three load cases will be applied to the structure self-weight and two load cases: wind and snow, shown in the figure below. Moreover, a moving load case will be applied to the structure. The Structural axis Select the Axis Definition icon dialog box appears on screen.

In the X tab: Definition of the parameters of vertical structural axes. LMC the Insert button Vertical axes have been defined and introduced into the Set of defined axes field. LMC in the Z tab Starts the definition of the parameters of horizontal structural axes. In the Z tab: Defines the parameters of horizontal structural axes. Apply, Close Creates the defined structural axes and closes the Structural axis dialog box. The figure below presents with the following coordinates: the structure created up to this moment.

Selects the triangular truss of type 1. The Moving Loads dialog box is presented below. LR and coef. LL vehicle movement route. It generates the forces originating and type the value 0. Vehicle position limit — route end OK Closes the Route Parameters dialog box Apply, Close Generates the moving load case according to the adopted parameters and closes the Moving Loads dialog box. Once the Select the Calculations icon calculations are completed, the title bar of the viewer will from the Standard toolbar.

The monitor screen will be divided into tree parts: the graphical viewer containing LMC the field for selecting RSAP the structure model; the Diagrams dialog box and the table layout presenting the values of reactions. Selects load case 4 moving crane load.

Select: 4 moving load Switch on the My Moment option in Selects the presentation of the bending moment in the the Diagrams dialog box structure for the selected moving load case. Select the Deformation tab in the Selects the presentation of the deformation in the structure Diagrams dialog box for the selected moving load case.

Similarly, one can present the diagrams of other quantities available in the Diagrams dialog box. The point position equal 0. Apply Opens an additional window presenting the influence lines of the selected quantities see the figure below. In the Nodes tab of the Influence Selects the presentation of nodal displacements for the Lines dialog box, switch on the two moving load case.

Switch on the Open in a new window The diagrams of influence lines for the node no. Apply Opens an additional window where the influence lines of the selected quantities will be presented. RMC in the Influence Lines dialog Opens the context menu box where the influence lines are presented for node 2 Add coordinates If the option is selected, the table located under the diagrams of influence lines will display additional columns containing the coordinates of the successive structure points.

Moving Load — 3D Frame This example presents definition, analysis and design of a simple steel workshop illustrated in the figure below. Five load cases have been assigned to structure and three of them are shown in the drawings below.

The vignette window will be displayed on the screen and the icon Frame 3D Design , the last but one in the first row, should be selected. LMC on the Beginning field Starts definition of bars in the structure structure column. LMC on the Beginning field Starts definition of a beam in the structure. LMC the Beginning field background Starts to define the bar coordinates in a structure. Beginning and End fields: -8,0,14 0,0,16 , Add Restores the initial structure view.

Select the Zoom All icon from the standard toolbar. Opens the New Bracket dialog box. Select the New Bracket icon. In the Length L field enter the value Defines the bracket length 0. The structure defined is displayed in the drawing below.

Selects the initial RSAP program layout. Once this option is selected the initial view of the structure Select the Zoom All icon from will be presented. The defined structure is shown in the drawing below. LMC on the Nature field Selects the load case type: snow. While the graphic viewer with the Opens the Translation dialog box. The defined structure is presented in the drawing below. Translation dialog box, ,0,0 Execute, Close Translates bars and closes the Translation dialog box.

Select the Bar Sections icon from the Structure Model toolbar. Select the New section definition icon. Enter: Note: If you already created this moving load database, in the Database field: User you can skip this step.

OK Closes the Job Preferences dialog box. Opens the Moving Loads dialog box and starts defining Select the New vechicle icon a new vehicle. LMC the second line in the table Defines operating forces. OK in the Moving load databases Saves the defined vehicle to the user-defined database. In the Name field, enter the name of Defines the name of the moving load. Polyline - Contour dialog box is opened. Activate the Line option.

In the Geometry dialog box define Defines the vehicle route. It generates the forces originating in vehicle braking, whose value equals 0. Activate the following options: Switching these options on assures that the forces defining Vehicle position limit — route the load will not be positioned off the route limits defining beginning and Vehicle position limit — the movement of the moving load.

Apply, Close Generates the moving load case according to the adopted parameters and closes the Moving loads dialog box. In the Loads tab: switch on the Presents the defined vehicle on the structure.

Component Select: Current component 5 Selects the component 5 of the moving load case. LMC the Start button Starts the animation of the moving load applied to the structure; the vehicle will move along the defined route. Stop the animation pressing the Stops presenting the vehicle animation.

Selects the load case: 5 Moving crane. Select the Deformation tab in the Selects presentation of deformation for the selected moving Diagrams dialog box, turn on the load case.

Similarly, the diagrams of other quantities available in the Diagrams dialog box can be presented. LMC the Start button Starts animation of deformation for the structure.

Stop LMC the button and Stops the animation. LMC on the line containing simplified Opens the Results dialog box for the selected member. Activate the options: Optimization and Limit state: Ultimate Press the Options button and Opens the Optimization Options dialog box; it will result in Activate the Weight option finding the section with the smallest weight during the optimization process. OK Closes the Optimization Options dialog box.

LMC the Calculations button Starts design of the selected member groups; the Short results dialog box appears on the screen see the drawing below. Recalculates the structure with the changed member Select the Calculations icon sections. Once calculations are finished, the following from the Standard toolbar. Keep on repeating the calculations until the optimal sections are obtained. In the Point field set the Point The point position equal to 0.

Select Open a new window Selects the 5th load case from the load case list. Note: The influence lines can be created only for a moving load case. Apply Opens another window presenting the influence lines for the selected quantities.

RMC in the Influence lines viewer Opens the context menu. Four load cases have been assigned to each of the structure frames and three of them are displayed in the drawings below. The vignette window will be displayed on the screen. Select icon in the first row Frame 3D Design. LMC on the Section field and select Note: If the HEB section is not available on the list, one … HEB should press the button located beside the Section field and add this section to the active section list in the New section dialog box LMC on the Beginning field Starts definition of bars in the structure structure columns.

Beginning and End field. HEB Note: If the HEB section is not available on the list, one … should press the button located beside the Section field and add this section to the active section list in the New section dialog box LMC on the Beginning field Starts definition of a beam in the structure. Mirror Graphically locate the vertical Performs the axial symmetry of selected bars and closes symmetry axis in the place of the the Vertical Mirror dialog box. LMC on the Nature field Selects the type of load case wind.

Execute, Close Translates the column and closes the Translation dialog box proceed to the next step to see changes. Selects the RSAP layout which allows definition of the bars. Select 4: LL1 from the Cases list located on the Standard toolbar Select the Deformation tab from the Displays structure deformation for the selected load case. Diagrams dialog box Turn on the Deformation option Apply Displays structure deformation see the drawing below.

In a similar way, diagrams that exhibit other values available from the Diagrams dialog box can be viewed. An additional the Support code option, OK column with codes defined for the structure supports appears.

LMC on the Calculations button Starts verification of selected structure members; the Member Verification dialog box shown below will be displayed on the screen. Move on to the View tab and while The structure will be presented as projected on the zx plane having the graphical field displaying y coordinate is assumed to equal 0. Added masses will be defined for the structure as well.

They will participate in static and dynamic loads. The loads will include definition of body forces inertia loads due to rectilinear acceleration forces and centrifugal and angular acceleration forces inertia loads due to rotational motion forces. The example comprises also modal and harmonic analyses. To start structure definition, run the RSAP system press the appropriate icon or select the command from the taskbar.

In the vignette window that will be displayed on the screen, the last but one icon Frame 3D Design in the first row should be selected. Select the Bar Selections icon from the structure model toolbar. The Parametric tab, section type: Defines a new round, tubular section with determined dimensions. Label: O x5 Defines the tubular section x5 mm. Select the Bars icon from the structure model toolbar.

LMC on the Beginning field color of Starts definition of structure bars structure columns. Opens the Sections dialog box. The bars defined automatically are assigned the properties that are currently chosen as default ones. Execute, Close Translates the structure and closes the Translation dialog box. Click on the graphical viewer on the Switches off the current selection of bars and nodes. Opens the Supports dialog box. Select the Supports icon from structure model toolbar.

In the Supports dialog box select Selects support type. Switch to the graphical viewer; Enters the list of selected nodes: 1 4 13 16 to the Current keeping the left mouse button selection field. Turn on the Support Symbols Switches on displaying of supports. Selects the layout of the RSAP system which facilitates definition of structure loads there are dialog box and table LMC on the field to select the for load definition.

In the first load case the self-weight of the whole structure is added automatically, which can be seen in the load table.

Displays the dialog box for view selection Selects 2D view of the structure. Close Opens the dialog box fo load definition. Opens the dialog box for definition of added masses. Switch to the graphical viewer; Enters the list of selected nodes: 2to14By4 3to15By4 to the keeping the left mouse button Apply to field. Opens the dialog box for load definition. Opens the dialog box for definition of inertia loads due to rectilinear acceleration forces.

Body forces relative x g Defines body forces with acceleration of gravity g for nodal Enter a: masses, i. Closes the Load Definition dialog box. Opens the dialog box for definition of inertia loads due to rotational motion forces, i.

Add LMC on the Apply to field Selects structure elements for which centrifugal and angular acceleration forces will be defined.

Click on the graphical viewer; Selects the whole structure. Apply Defines the load. Opens again the dialog box for definition of inertia loads due to rotational motion forces. Centrifugal and angular acceleration forces Apply to added masses For the current load parameters - selects the option Add enabling definition of load generated by added masses.

Apply, Close Defines the load; for the load applied to added masses object selection is not required because action of this load concerns all the masses assigned to a given load case. Switch to the graphical viewer; Enters the list of selected nodes: 6 7 10 11 to the Apply to keeping the left mouse button field. Self-weight and mass tab Goes to the tab for definition of self-weight loads and inertia loads.

New Opens the New Case Definition dialog box. OK OK Accepts default parameters of modal analysis and closes the dialog box. Close Closes the Analysis Type dialog box. OK in the dialog box for definition of Accepts combination parameters. Opens the combination parameters Combinations dialog box. Select case 1 from Case list, enter Defines combination cases and factors. OK in the dialog box for definition of Accepts combination parameters; opens the Combinations combination parameters dialog box.

Apply, Close 7. Select the Calculations icon from the Standard toolbar. RMC, Display Opens the dialog box for selection of structure attributes to be displayed. LMC on the Loads tab Goes to the tab for selection of structure attributes concerned with loads to be displayed.

Forces generated automatcally OK On the top selection bar Selects the current load case, the program displays nodal forces generated automatically for added masses in the body force load. Select the Deformation tab in the Selects presentation of structure deformations for the Diagrams dialog box selected load case. Switch on the Deformation option LMC on the Apply button Presents structure deformations see the figure below ; similarly, diagrams of other quantities available in the Diagrams dialog box may be presented.

Switch off the stress options: Excludes the columns with results for stresses due to axial Bending forces and bending from the table.

Closes the dialog box with parameters. Axial OK LMC on the Global extremes tab in Goes to the tab where maximum and minimum values are the table displayed for the quantities and selection set in the table. Analysis On the top selection bar Select the modal analysis case.

Defining and Analyzing a Concrete Floor This example will demonstrate step-by-step how the user can define and analyze a simple slab with an opening.

A slab with an opening will be generated and analyzed. The slab will consist of concrete elements. All the steps required will be presented. Four load cases will be defined self-weight and three live load cases. Five structure modes will also be found. Select icon in the second row Plate Design. Selects polyline to define a rectangle.

Definition Method Using mouse select the following Defines a rectangle contour. It models -1, 0 dimensions of an opening in the slab. Work Parameters In the Meshing type field select: Selects user defined meshing type.

OK Accepts changes in the Job Preferences dialog box. Close Closes the FE Thickness dialog box. Select a point inside the Point: panel by clicking outside of the opening defined above but LMC at 0, 0 in the View graphical inside the panel rectangle, for example at 0,0 point.

And window the contour appears around the panel. Select a point inside the LMC at -3, 1 in the View graphical opening by clicking inside the opening defined above, for window example at -3,1 point. And the contour appears on the opening. Close Closes panel definition. Numbering of nodes may differ after LMC on points P1 -6, 0 , P2 4, 0 , completing generation of a finite element mesh. The user during selection press down CTRL should select the corner points P1, P2 as shown in the button drawing below.

Apply Defines supports in the structure. LMC on the Linear tab. Select Defines linear pinned support in the structure. Select the Load Types icon from the Structure Model toolbar After generation of a finite element mesh the first load case a dead load self-weight has been generated.

LMC on the Nature field Selects the load nature: live. LMC on the New button, Close 8. Selects Load Definition. Load Parameters, Z: -5 kPa Defines the load intensity. Select the Surface Tab Selects Linear load 2p. Combinations Combinations according to code: EN Selecting this option and clicking generates full code combinations after static structure calculations. Unselect ACC and FEU options Depending on the combination method and coefficient number, these regulations are included in the template used in various codes as follows: requirements for dead load, live loads, accidental load, and seismic load combinations.

Which regulations RSAP considers is defined by the code file. Similar to the active case number, you can decide before calculating the code combinations, which of the proposed sets to disregard. Generate The combinations will be generated after calculations. Increase of the number of decimal Increases the number of decimal places for Displacement places for Displacement to 3 to 3.

The drawing below presents the structure as defined so far. LMC on the ULS field in the List of Calculation of the theoretical required reinforcement area cases panel and introduce 5 in the will be carried out for the Ultimate Limit State with all the Plate and Shell Reinforcement load cases applied to the slab considered. Opens the Reinforcement Pattern dialog box Select the Reinforcement Parameters icon from the Slab Parameters toolbar Select the Bars option On the General tab — selects the Bars option in the Reinforcement type field; it means that the generated plate reinforcement will be the reinforcement with the use of reinforcing bars Go on the Bars tab and set top and Modification of top and bottom reinforcement parameters.

Calculations Starts calculations of the plate provided reinforcement. Four load cases have been assigned to the structure and three of them are displayed in the drawings below. The vignette window will be displayed on the screen and the icon Volumetric Structure Design , the last but one in the first row, should be selected. On the X tab chose the Define option Defines the method of axis numbering.

Creates the vertical located in the Numbering field and axes designated with consecutive numbers x1, x2, x3, etc. Enter the following values in the Position field: 0 Insert, 1 Insert, 1. Creates the vertical located in the Numbering field and axes designated with consecutive numbers y1, y2, y3 etc. Enter the following values in the Position field: 0 Insert, 0. Creates the vertical located in the Numbering field and axes designated with consecutive numbers z1, z2, z3 etc.

Presents the initial view of the structure axes see the Select the Zoom All icon from picture below. LMC in the Geometry button Opens the dialog box that allows defining a contour. Set the cursor in the green field, then Defines a contour, closes the Polyline - Contour dialog switch to the graphic viewer and box. Select the Zoom All icon from the Standards toolbar. LMC in the Internal point field and Applies current properties to the selected panel. The defined structure without presentation of the structural axes is shown in the drawing below.

Selects the recently defined panel, whose color changes to red. Activate the ll to Axis option and Once this option is selected, the object will be extruded select the Z axis along the axis that is parallel to the Z axis of the global coordinate system. In the edit field set the length of the Defines the length of the extrusion vector.

Apply, Close Extrudes the selected two-dimensional object along the appropriate axis. Switch to the graphic viewer and Sets a new global work plane for structure definition. Only the structure components located in this plane will remain visible.

Select the Three points option in the Selects a rectangle as a base of the cube. The rectangle Definition method field will be defined by means of the two opposite apexes of the rectangle.

Switch to the graphic editor and Defines the cube, closes the Cube dialog box. In the graphic viewer select the top- Translates the selected cube. In the Translation Vector field located in the Translation dialog box, enter the following numbers: 0, 4, 0 , Execute RMC in the graphic viewer and Opens the context menu choose the Select option Select the recently defined cubes Translate the selected cubes. The defined structure without presentation of the construction axis is shown in the drawing below.

Set the cursor in the green field, then Defines contour, closes the Polyline - Contour dialog box.