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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.

The option allows you to generate pre-stressed forces. The pre-stressed cables load is changed into equivalent external forces Note: the pre-stressed cables load may be only defined for bar elements. The cable absorbs shape of parabola in accordance with the introduced values of the eccentricities pre-stressed losses and the cases when the cable does not reach the final beam section are not considered. This option is also available in the toolbar Special loads :.

This option is used to generate wind load for the axisymmetric structures structures with regular, polygonal base. The option is available for the following codes:. This option allows you to generate wind loads on selected planar finite elements and panels.

It means that before the option is on, the panels or the finite elements must be selected, where the wind loads is to be generated. Once this option is selected, a dialog will open for defining wind load parameters used for automatic creation of wind loads on columns. This option allows for the definition of moving load a vehicle, a route and a moving load case.

See also: Moving loads. Using a comprehensive collection of design codes, results are delivered in minutes, not hours. Seamless workflow with 3D bidirectional links to Autodesk companion products; provide a scalable, country-specific analysis solution for many different types of structures.

This includes; buildings, bridges, civil and specialty structures. Day3 : Design of RC elements – RC elements design module – How to define new RC section to design – How to design a section in a model – Set parameters to design – Choosing steel bar reinforcement sizes – Settings for reinforcement for columns – Determine no.

Day 4 : Design for seismic analysis – Model definition – Idioms for seismic analysis – Story drift and check it – Methods to determine fundamental time period for a building – Choose the suitable structural system to resist lateral loads – Calculation of base shear for the building – Static and dynamic analysis – Flexible and rigid diaphragm – Weak and soft stories – Center of mass and center of rigidity. 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.

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.

Select the Hidden icon in the If this option is selected, invisible lines in the structure will lower left corner of screen. Select the Shading icon in the If this option is selected, invisible lines in the structure will lower left corner of screen. Planar tab Switch to the graphic viewer; Selects the surface of the foundation base.

Selects the initial RSAP layout.

 
 

 

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Here autodesk robot structural analysis professional 2018 manual free groups of general settings to customize the look of the user interface and define how the /25565.txt works. Here you can choose working language language of interfaceregional settings codes, databases and printout language. All of these are set independently, so you can work with one language chosen from one of ten available according to different regional codes and print documentation in another.

Also within Preferences, you can change look of every particular element of the desktop by using predefined templates or by creating your own. Set the codes autodesk robot structural analysis professional 2018 manual free actions as shown below: Job Preferences are grouped in six categories: units, materials, databases, design codes, structure analysis and work parameters. With an array of 70 built-in design codes, structural engineers can work with country-specific section shapes, imperial or metric units, and country-specific building codes within the same integrated mode.

The layouts are accessible by clicking the list box in the top right corner of the main window which opens the layout list shown in the figure below: Context menu While working in the graphical viewer, one may activate the context menu shown below windows r2 standard microsoft free pressing the right-hand mouse button.

The menu allows one to perform many useful and frequently used operations while the program is carrying out the formerly issued commands.

The tables relevant to the current layout become visible when one enters the layout. There will appear the Tables: Data and Results dialog box. In autodesk robot structural analysis professional 2018 manual free dialog box, one should indicate the required items and press the OK button. A table containing data will be generated for each of the indicated items. Once the По ссылке tab is activated in the bottom left corner of a given table, one may perform the operation of modifying structure parameters.

Snap settings The Snap Settings dialog box becomes available once the icon is pressed the first one icon located in the bottom left corner of the screen.

The available tabs allow one to get access to the data on structure parameters. Object Inspector The Object Inspector is located along the left-hand side of the interface. Tabs to select these topics are along the bottom of the dialog. Reinforced Concrete Design — 2D Frame This example is used to show the definition, analysis and design of a simple 2D frame illustrated in the figure below.

The frame is made of the RC frame and the truss generated by using the library of typical structures available in the RSAP program. Data units: m and kN. Four out of five load cases applied to the structure are displayed in the drawing below. To run structure definition start the Autodesk robot structural analysis professional 2018 manual free program press the appropriate icon or select the command from the taskbar. The vignette window will be displayed. Select icon in the first row 2D Frame Design.

On the X tab: Defines vertical axis parameters. Position: 0 Number of repetitions: 4 Distance: 6 Numbering: 1, 2, LMC on the Z tab Starts definition of horizontal axis parameters.

On the Z tab: Defines horizontal axis parameters. Apply, Close Creates defined structural axes and closes the Structural Axes dialog box. Structural axes will be displayed on the screen as shown in the figure below. Select the Bar Section icon from the Structural Model toolbar. Opens the New Section dialog box. Select the New Section Definition icon. Defines a new section. In the Label field enter B 45x Opens the Bars dialog box.

Remember to activate the View window first. Execute, Close Column translation; closes the Translation dialog box.

LMC on the Bar type field in the Starts definition of beams in the structure and selects their Bars dialog box and select RC beam properties. Bars will be displayed on the screen Apply, OK as shown in the figure below. LMC double-click on the icon Selects a triangular truss of type 1. The Merge Structure dialog box appears and truss parameters can be defined. LMC on the Length L field on the Defines the truss length it can also be defined graphically Dimensions tab: 24 in the graphic viewer.

LMC on the Height H field: 3 Defines the truss height it can also be defined graphically in the graphic viewer. LMC on the Number of Fields field: Defines the number of fields into which the truss will be 12 divided. LMC on the Sections tab; Assigns the section to the truss bars. The defined structure is presented on the drawing below.

LMC on the Current selection field, Selects the truss bar; ATTENTION: take note of the arrows switch to the graphic viewer and that appear on the highlighted truss bar — while indicating indicate hover curser over the the bar the arrows should be pointed up the direction of the highest post of the truss the bar release is significant: at the first node the /23789.txt connection between the nodes 9 and 29 remains, whereas at the second one — the fixed connection is defined Close Closes the Releases на этой странице box.

Decreases the table size so that the load graphic definitionSelect the Restore Down icon is possible. Place the table in the lower part of the screen in such a way so that it is adjusted to its width and the defined structure model is displayed. LMC on the second field in the Case Defines loads for the second load case. Increase of the number of decimal Increases the number of decimal places for Displacement places for Displacement to 4 to 4.

OK Accepts assumed parameters and closes the Job Preferences dialog box Starts calculations for the defined structure. In a similar way, diagrams that exhibit other values available from autodesk robot structural analysis professional 2018 manual free Diagrams dialog box can be displayed. Turn off autodesk robot structural analysis professional 2018 manual free My Moment option in the Diagrams dialog box, Apply Opens a table containing structure displacements.

Select the Displacements icon from the Structure Model toolbar LMC on the Global extremes tab in Displays the maximum and minimum displacements the Displacements table obtained in structure nodes see the drawing below. Table Columns Посмотреть больше the Table Columns option and autodesk robot structural analysis professional 2018 manual free the dialog box.

Close the Displacements table 1. RMC on the graphic viewer and Selects the beams for design. Closes the from the Name field Calculation Options dialog box. On the Longitudinal reinf. Closes the bars — Main change the Left and Reinforcement patern dialog box. Right hook value to Close the editor autodesk robot structural analysis professional 2018 manual free the calculation note 1. Steel Design — 2D Frame The following is an example of a definition, analysis and design of a simple, 2D steel frame presented in the drawing below.

Three load cases will be applied to the structure self-weight and two cases of live loads presented in the drawing below. In order to start defining a structure, one should run the RSAP program press the relevant icon or select the relevant command from the toolbar. After a while, there appears on screen the dialog box, where one should select the first icon in the first row 2D frame.

The section from the French the Column type section database Catpro has been install ubuntu on windows in this example. LMC in the Section field and select the HEA type if the section is absent from the list of available sections, one should open /16921.txt New section dialog box by pressing the button and select the required section LMC in the Beginning field autodesk robot structural analysis professional 2018 manual free Beginning of the definition of structure bars columns of the bacground will /29463.txt highlighted in structure green column 1: Definition of columns in the frame Beginning: 0,0 End: 0,5 Beginning: 0,5 End: 0,10 Beginning: 0,10 End: 0,15 column 2: Beginning: 8,0 End: 8,5 column 3: Beginning: 16,0 End: 16,5 Beginning: 16,5 End: 16,10 Beginning: 16,10 End: 16,15 column 4: Beginning: 24,0 End: 24,5 Beginning: 24,5 End: 24,8 LMC in the Bar type field and select Beginning of the definition of structure beams and definition the Beam type.

The section from the French section LMC in the Section field and select database Catpro has been used in this example. The calculation note will appear on screen.

It consists of two parts: a graphical presentation of information diagrams, loads, bar sections for selected bars and a table presenting numerical results obtained for selected bars In the Detailed analysis dialog box Selection of the quantities to be presented for the selected select the following options: beam Select the maximum stress Smax on the Stresses tab Select Characteristic points on the Division points tab, LMC in Refresh Apply Adds new quantities to be presented for the selected autodesk robot structural analysis professional 2018 manual free Select the Global extremes tab in the Activates presentation of global extremes obtained for the table selected beam see figure below.

Exit Closing the viewer presenting the detailed analysis of the selected beam 2. An additional graphical viewer appears. It consists of two parts: the graphical presentation of information and the table presenting the numerical results RMC while the cursor is located in A context menu appears on screen the additional graphical viewer Table Columns Selection of this option in the context menu opens the Parameters of presentation windows dialog box On Stresses tab inactivate all check Selection of quantites for which global analysis will be boxes.

Close Close the graphical продолжение здесь with global analysis presented 2.

 
 

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