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Hint Swipe to navigate through the chapters of this book Close hint. Abstract The concepts of structural behavior analysis and optimization have started to be combined in the latest decades with an increasing trend also due to the need of often meeting performance targets, high structural complexity and costs. Nonetheless, existing approaches tackled this issue mainly in the domain of static calculations or referring to a specific type of optimization e.

See also: Load definition. This option is also available in the toolbar Structure definition :. See also: Combinations. Selecting this command allows you to start creation of the code combinations of previously defined load cases. See also: Code combinations. Opens a table in which the load type concentrated forces, dead load, etc. Selecting this option results in displaying a table where you can view the previously defined combinations of load cases.

Selecting this option results in displaying a table where you can define the masses to be used during dynamic analysis of the current structure. This option is also available in the toolbar standard :. Selecting this command results in opening the dialog allowing you to select the component of a case of a moving load or code combinations. The options presented below are available only in the structure definition menu they are not available in the table menu.

Contents: Day 5 : - Elastic response spectrum - Wind load simulation tool - Template file - Generation of seismic combinations - Irregularity cases for a structure - Exploring results for seismic envelope combinations - Design of columns and walls according to seismic Day 7 :. Day 6 : Steel modelling and design - Model definition - Steel section database - Definition of steel sections I-beam , C-channel and angles - Definition of purlins - Definition of horizontal and vertical bracing - Definition of wind loads on a frame - Analysis of 3d steel frame - Frame generator tool - Design of steel sections according to code - Code verification and code design - Generation and design of steel connections - Design of Knee connection and fixed base connection - 3d view of steel connection - Generation of connection schemes.

Download Report this document. For Structure Engineers Training materials: Autodesk official training materials Prerequisites: There are no required prerequisites for the Essential course.

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. The value of the load pattern influence surface in the selected point of the area is equal to the value of the selected quantity when the unit force is located at this point. See also: Load pattern. The load report is a tool allowing to sum up loads assigned to a given structure element.

The loads have characteristic and calculation values. The characteristic load values are taken from tables saved in the database while the calculation values are obtained by multiplying the characteristic values by appropriate calculation coefficients.

See also: Load report. This option is used to calculate the soil pressure acting on the structure elements submerged in soil such as retaining walls, walls etc.

The following is considered: pressure from the soil and the pressure from the forces applied to the soil surface. This option is used to define notional loads vertical Z- from cases indicated in the selection Converted cases.

After generation, the converted loads can be viewed in the table located in the Notional loads dialog. Load Type