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Autodesk Robot Structural Analysis Training Manual PDF | PDF

 

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AUTODESK ROBOT USER GUIDE – PDF Free Download

 

Phone number verification To help verify your account, a unique code will be sent to your phone. Enter phone number Country code. Tell us about your company: All fields are required unless noted. Please select your country of residence: This helps us give you the correct trial terms. Some countries require us to provide country-specific terms based on where you live.

Need another way to download? Use Download Manager adsk-oxygen-flow-download-manager-tooltip. Your download has started. When complete, locate the download file on your computer. Run the install to start your trial. 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. All Rights Reserved. Except as otherwise permitted by Autodesk, Inc.

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In order to define the verification parameters, one should click the Configuration button. In order to launch the verification process, one should click the Calculations button. The program will automatically verify the selected sections and, once the calculations are finished, there appears the dialog box presenting the verified members see below. Note option. There appears the Printout dialog box see the picture below.

Select here the Table Printout option. Thus, we obtain a table with all the verified elements. This can be done by means of the Full printout option. By means of the Table screen capture option, one may obtain a screen capture of the table of results.

There will appear the Results dialog box presenting detailed results see the picture below. Close the dialog box by pressing OK.

Confirm the operation clicking the OK button. Structure geometry Open the plate file Proposed scheme of the plate 6. Radzikowskiego 47D, Krakow, Poland c p. Click the Hlill button located to the tight of the Section field. This results in the appearance of the New Section dialog box shown on the picture below and define a concrete beam with the section dimensions x Set the cursor in the Node Coordinates field and enter the following points. Definition of the beam supporting the arc-shaped part of the plate There are two ways to define an arc-shaped beam supporting the arc-shaped part of the plate.

One should remember that the plate fragment should be zoomed in appropriately to the needs. Once the operation is finished, one should close the Bars dialog box. Introduce coordinates of the second point 9; 10 in the Coordinates field and confirm with the Add button.

Two new nodes are thus created. Nodal forces will be applied in these nodes. After opening the dialog box for load definition, define a new load case of the Live LL3 nature. Select the Nodal Force load type in the Node tab of the dialog box. Set the cursor in the Apply To field of the Load Definition dialog box and introduce the numbers of the two above-defined nodes. Confirm by clicking the Apply button.

Close the dialog box by clicking Close button. Once the option is selected, the program adjusts the FE mesh to the newly defined nodes.

Once the operation is confirmed by clicking OK, there appears the Combinations dialog box that allows one to define combination parameters. The Case List field contains all the load cases that may be included in the new combination.

The Factor field allows one to modify the combination factor. The default factor values may be checked and modified for a nature by clicking the Factor Definition button. In order to carry out a modification of the factor, one should indicate one of the load cases e. LL1 and introduce the new factor value in the Factor field, 1. Then, the selected case will be moved to the right-hand panel of the List of Cases in Combinations dialog box with the new factor value.

The remaining load cases, should be moved to the right-hand panel without factor modification by clicking the I button. Note: In the exercise all factors was set as default. In order to define a new combination type, one should click the New option. In the Combinations dialog box, one should select all simple load cases without combinations and move them to the right-hand panel of the List of Cases in Combinations field.

The above settings should be confirmed by pressing the Apply button. Close the dialog box by clicking Close. Running calculations Open the Exercise 10 project. Analysis of results 7. The direction may be selected in several ways: — bysselecting the axis of the global system according the X, Y or Z axis. There is one limit in the selection of the direction; the vector cannot be perpendicular to the element i.

If Robobat Polska Sp. The following general convention of the presentation of results has been adopted: —. Six — presentation of stresses S over the cross-section created by cutting the plate with a line perpendicular to the selected base direction x ; the stress direction agrees with the base direction, — eg.

Myy presentation of moments M over the cross-section created by cutting the plate with the normal line with respect to the base direction y ; the moment causes the appearance of stresses in the direction perpendicular to the base direction y , situation is analogous in the case of other result types. Alll results are shown in nodes or centers of surface elements of local, user-defined co-ordinate system and the selected layer.

The upper part of the dialog box informs for which layer the calculation results will be presented. On this tab user may select the layer for which the results will be presented. In the Layer Selection field user may select the layer parallel to the middle surface of the surface structure for which calculation results will be presented. The layer selection has no effect on shear forces or displacements, which are defined for the middle surface and are constant along the entire height of the FE cross-section: this selection is important during the presentation of stresses.

It allows for the selection of a layer parallel to the middle surface of the surface structure for which calculation results will be presented. The selection of the layer has no effect on shear forces or displacements, which are selected for the middle surface and are constant along the whole height of the FE cross-section: this selection is important during stress presentation.

This tab provides also options used for animation of structure deformation diagrams to be presented on screen. In order to run animation, one should define two animation parameters: number of frames and number of frames per second.

When the Start button is pressed, the program prepares animation of the selected quantity on the basis of the defined Robobat Polska Sp. The results for planar finite elements may be presented in the form of crosses. The crosses of a selected quantity will be presented if one selects the Active option. Results may be presented in the form of crosses for three types of quantities: stresses, forces and moments. To see the results in the graphical form select from the load case list: 1: DL1.

In the Detailed dialog box select the Displacement u,w option and press the Apply button. It is also possible to see results in the map form on the panel cuts. In the Panel Cuts dialog box, which appears on the screen there are available nine tabs. Cuts option that opens the Panel Cuts dialog box.

In the Detailed dialog box select the Rotations -R yy option. Then go to the Definition tab and selecting the 2 points option enter Robobet Polska Sp. Once the option is selected, the dialog box shown below will appear on the screen. Robobet Polske Sp. Moreover, in order to better verify the results, manual calculations of slenderness effects are carried out in parallel. Finally, the calculations of reinforcement and calculations of capacity are compared to the results of the pcacolumn v. Let the M y C in the mid-height be calculated automatically.

However, the latter one does not fulfill the capacity requirements in [3] it is increased up to 8 bars No. Nevertheless, the reinforcement has been modified Fig. Fig Reinforcement generated automatically by the program 16 No.

Fig Manually modified reinforcement 8 No. In the case of buckling analysis, the reinforcement obtained in the program is modified to a form as in the reference example, in order to enable the comparison of total moments. Quantity [2] As 7. Thus, we let Robot to calculate the reinforcement automatically see Fig.

Quantity pcacolumn v. The results verified against the software pcacolumn v. The results of the program are accompanied by the manual calculations.

NOTE: Let us assume, the moments in Y direction are linearly distributed along the height of the column. Thus, we define only the ends moments for Y direction. In Z direction however, we assume the mid-height moment is not a result of the linear distribution. For such a case, Robot let the user define the moments in the mid-section explicitly. In parallel the other sections at the ends of the column are checked for all combinations of loads.

In the top and bottom ends sections of the column in Y direction, the influence of buckling has not been taken into account, since the structure is non-sway in this direction. In Z direction however, the influence of slenderness is taken into account for all three sections of the column. All the results of total forces for each combination and each section of the column may be seen in the table Intersection at the Column-results layout.

Design of reinforced concrete columns Type of columns Failure of reinforced concrete columns Short column Column fails in concrete crushed and bursting. Outward pressure break horizontal ties and bend. Columns are subjected to axial. Compression Members C. Fu, Ph. Internal Forces forces and couples exerted on a member or portion of the structure. Adan, Ph. Introduction Welcome to CFS, the comprehensive cold-formed steel component design software.

The endless variety of shapes and sizes of cold-formed steel members, combined with the complex failure modes. Cause: external force P Force vs. Stress Effect: internal stress f 05 Force vs. To understand the results obtained in FEA, it is necessary to. Chapter 8. Flexural Analysis of T-s 8. Reading Assignments Text Chapter 3. Occurrence and Configuration of T-s Common construction type. CE Fall Lecture Moment Connections Explain basic design procedure for moment FR connections Explain considerations for connections in momentresisting frames for seismic demands Describe problems.

Chapter 5 Stresses in Beam Basic Topics 5. Structural Glossary Allowable strength: Nominal strength divided by the safety factor. Allowable stress: Allowable strength divided by the appropriate section property, such as section modulus or cross. Chandradhara Professor of Civil Engineering S. College of Engineering Mysore 1. Thank you for joining our live webinar today. We will begin shortly. Please standby. Thank you. Need Help? Call ReadyTalk Support: All Rights Reserved. Except as otherwise permitted by Autodesk, Inc.

Each of these stresses will e discussed in detail as follows. Section Neutral Axis and Parallel Axis Theorem Geometry of deformation We will consider the deformation of an ideal, isotropic prismatic beam the cross section is symmetric about y-axis All parts. Define several terms related to reinforced concrete design Learn the basic theory behind structural analysis and reinforced concrete.

Introduction 1. Reading Assignment Chapter 1 Sections 1. Introduction In the design and analysis of reinforced. Multiframe Introduction to Beam Theory Area Moments of Inertia, Deflection, and Volumes of Beams Horizontal structural member used to support horizontal loads such as floors, roofs, and decks. Types of beam loads. Chapter 3 – Structural Design 3. The primary structural system includes:. Design Step 4 Design Step 4. Proper coordination between structural engineers and joist. Approximate Analysis of Statically Indeterminate Structures Every successful structure must be capable of reaching stable equilibrium under its applied loads, regardless of structural behavior.

Exact analysis. Western Blvd. Crane Runway Girder Dr. In a typical building frame, main beams are employed to span between adjacent columns; secondary. Introduction Analysis and Design 9.

With increase. Here consider the third fundamental loading : bending. Unless otherwise noted, all referenced table, figure, and equation numbers are from these books. Sets out minimum requirements used by engineers in the. Basic design. The load carried by an individual pile or group of piles in a foundation depends upon the structure concerned. SAP Getting Started Tutorial Learn how to define materials, sections, grids, and supports with basic modeling concepts for creating and modifying a concrete bent structure model using a nonprismatic.

Beer et al.

 
 


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