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Star Wars (film) – Wikipedia.Advance Steel – Essentials Metric – Training Guide | PDF | Auto Cad | 3 D Computer Graphics
To convert your individual maps into a bitmap, wire them into a Channel Converter, which will produce an RGB image for the first three channels. Quick process of 3D PDF generate 4. A working knowledge of 3D design and task-scheduling software is recommended When in AutoCAD Plant 3D, you would like to export a model to a file format compatible with Navisworks. If this option is not available, check or maybe reinstall Navisworks.
These new extensions allow you to import Revit. Clash detection helps you quickly detect errors and resolve conflicts before the design goes into production – with the aim of minimizing delays and avoiding duplication of work. This 3D PDF exporter for Revit offers a lot of performance for little money when compared to products from other providers. In order to read an Autodesk Plant 3D Modeling Conduit and Cable Tray Export rooms in 2D views – Exports all rooms contained inside the section box of the selected 3D view.
Autodesk Navisworks Manage. This guide is designed for new and experienced users of the Autodesk Navisworks software in multiple disciplines. The Screencast video below shows the basic procedure for using Navisworks’ DataTools to create this Export to Navisworks.
Think about how to logically split it up. Review integrated models and data with stakeholders to gain better control over project outcomes. Download files Like. In addition to the Navisworks essentials course we also offer the following additional Navisworks training courses: NavisWorks Simulate. I want to be able to use import a google maps image of let’s say, a natural gas reducing station on the side of the road, in Navisworks as a background image that will show the existing area in the imported image overlaid by our 3D piping and equipment that we put together in Plant 3D.
Navisworks Manage Ribbon — Clash Detective. Microsoft Excel. The first step is to ensure that the. Export takeoff data to Excel for analysis. NWC files MB. A simple user form allows the user to select the models to be exported whether they are in the same directory or in separate directories, or whether they are hosted on BIM Design and Setup and use Navisworks with Plant 3D models.
Import 4D Information to Navisworks. Click the green button. Perform powerful coordination, using clash detection to identify, and manage the resolution of issues before they reach site. This 3D model was originally created with Sketchup 7 and then converted to all other 3D formats.
Navisworks Plugin. Im using Win 8. Essentially, Revit MEP will try to discern the system type, flow direction, and flow values if the connectors are linked. Navisworks Manage – Revit interoperability security update heartbleed 68MB: Capable of generating 3D PDF file of huge model 3.
This allows all Element Properties to come through fully populated into Navisworks. Need to Export from Revit to Navisworks? Don’t own Navisworks though? Once the utility is installed, open up the Plant 3D program and navigate to the model in question. Now it becomes easier to check Navisworks models in VR with a single mouse click, accomodate. Export to Excel and CSV. Designing for 3D Printing in Fusion The resulting DWG file can be opened directly in Navisworks.
You can select as many or as few as you want. To book a NavisWorks training course or to discuss your other CAD training requirements please give us a call on today. Select the views you want to export as NWC to Navisworks.
This comprehensive training includes all common workflows for plant design plus a focus on project setup and administration. Popular Navisworks 3D models. Exporting to Google Earth Untick the Revit IFC box at the bottom on the right. Small file size 6. Navisworks Dwg Plugin Software. Autodesk Navisworks Simulate Select IFC on the left side tree. Incorporate multi-disciplinary design data like Building Information Modeling BIM and digital prototypes to virtually coordinate, analyze, and communicate design intent and constructability.
Navisworks—the powerful project review software from Autodesk—is used to manage risk by helping you detect construction issues in a virtual model and, in turn, avoid costly on-site delays. Thank you for downloading Autodesk Navisworks Freedom from our software library. There are some issues I have when exporting from Plant 3D vs. Within the options editor: Select File Readers and expand tree. A private question, where is your office at Tebodin-Bilfinger? Do you know how to utilise the collaboration bInstall Plant 3D Object enabler.
With a single click, project teams can review their Navisworks models in virtual reality devices like the Oculus Go So you have created a Plant 3D design of a system, and you have added many custom properties and gone to great trouble to populate them via an Excel spread sheet, time to communicate all this great data to the project manager via a Navisworks file, and all your custom data is not carried over.
No need time-consuming. This complete Autodesk Navisworks course will instruct you in best approaches to combine 3D geometry from cross disciplines into one scene to enable effective model reviews. If clicking link does not start download, try right clicking on the link and selecting to save or try another browser. Examining Other Export Options On the models I’m working with, when my users actually assign the property sets to the pipes and pieces, I find the PipeObject tab in the Properties palette is where the PipeSize, Insulation Thickness, any kinds of labels, etc.
Cannot access YouTube? A less formal name for a three-dimensional oval shape is simply an egg. The next step is to open the Navisworks file that contains the Plant model with its basic property set. Using the Selection Tools, select all of the elements that you want to get data from. You just choose the part you want. There’s more information available on the Autodesk App Store.
Navistools Standard is a Navisworks plugin for asset and plant lifecycle management, construction management and FM facilities management Navistools includes our Data Management and Reporter modules running a Navisworks-like graphical user interface built around an SQL database that can be easily integrated with other database applications.
It’s priced at The exported solids can be used in other Autodesk products, e. You will then need to add the custom property “Custom1” to the appropriate Plant 3D Class definition. Navisworks In Autocad Plant 3D. The “Export to Autodesk Navisworks Exporters” dialog box will be prompted. View Product. Customizing with the Navisworks API Import aerial image as a site background.
Export into FBX format. Efficient management, viewing and review of as-built laser scan data and 3D project design models for architectural, plant and civil planning and construction projects. Quick reporting from within project. This is the typical format to send to a large group of construction firms, as some of them are most likely using the free viewer or an early release. Easy to set up repeatable reports through project setup. Vue file creation. Model Data Tools I am trying to export elements from a Navisworks model into Plant3D to generate fabrication Iso’s, I am using Navisworks Manage for this.
My export worked fine after tracking this down. Export plant 3d to navisworks. Do you know how to utilise Autocad plant 3D to Navisworks. We enable you to unleash design data from its heavy application. Otherwise, uninstall Navisworks and re-install it; For version and later: Navisworks Navigator Plugin has been removed – AutoCAD based products now have the same navigation mode as Navisworks – the NavCube and Bar, so the plugin became redundant.
Select the location where the file will be saved, and click “Save. Use the Selection Tree to control how elements appear. Once the utility is installed, open up the Plant 3D program and navigate to the model in question; Once the model is opened, type in NWCOUT on the command line, and hit enter; The “Export to Autodesk Navisworks Exporters” dialog box will be prompted; Select the location where the file will be The issue is within the family.
We will use Navisworks software or BIM Glue software to review the project and perform clash detection. Because of this my intention is to export all files to Revit and in Revit create one.
Turn off the Texture, Lights, and Cameras option.
[Up and Running with Autodesk Advance Steel : Deepak Maini :
m Al ple lc p op ro yi vid ng e d an b d yA re S us C e EN st T ric fo tly r fo rev rb ie id w de o n. nly Autodesk® Adv. This textbook covers in detail the tools that are used to create a 3D structural model. Real-world industry examples are specially chosen for the structural. USA@replace.me 0 ADVANCE STEEL TRAINING GUIDE This docume Autodesk Advance Steel, DXF™ and AutoCAD® are trademarks or registered trademarks of Autodesk.
Up and running with autodesk advance steel 2019 pdf free.Up and Running with Advance Steel
This is the primary model you will be working on.
Advance Steel – replace.me
Home Contact us Help Free delivery worldwide. Free delivery worldwide. Bestselling Series. Harry Potter. Books By Language. Books in Spanish. Categories: Structural Engineering. Expected delivery to Finland in business days.
Not ordering to Finland? Click here. Description This is a comprehensive textbook specially written for the structural steel design professionals who want to learn Autodesk Advance Steel for structural design and modelling. Quick views Includes tools that enable you to create views based on certain objects to help you modify the view by toggling all objects on, or selected objects off, etc.
Features Includes tools for modifying plates and beams including miters, corner cuts, and copes , as well as cutting holes in objects. Autodesk Advance Steel commands are much more complex as seen in Figure 1—9 , so they are rarely typed. If you are having trouble following a process, expand the command line to display multiple lines of prompts. Figure 1—10 6.
This palette can remain floating on the screen as shown in Figure 1—11 or be docked. If you have toggled off objects, you can toggle them all back on by clicking Show All Elements. Drawing Window Sa The drawing window is the area of the screen in which the drawing displays. Several drawing windows can be open at the same time.
They can be resized, minimized, and maximized. They provide a quick way of switching between open drawings, creating new drawings, or closing drawings. The Start tab is always the first tab and persists in the File tabs bar. Clicking the start tab displays the Start window. Most of your work in the Autodesk Advance Steel software is done in the Model tab.
Layouts are automatically created when you run the documentation tools. This is an important part of the Autodesk Advance Steel software as it controls the orientation of elements, such as plates and stairs. The style of the UCS icon changes with the visual style, as shown in Figure 1— The menu that displays depends on what you are doing in the software and where you right-click.
For example, when no objects are selected and you right-click in the drawing window, the menu in Figure 1—14 displays. When you have an Autodesk Advance Steel object selected, the menu in Figure 1—15 displays.
These dialog boxes are accessed through the shortcut menu when you have certain objects selected. The critical part of understanding these dialog boxes is that they are live i. This includes options for the plate, stiffeners, holes, and bolts as a group. There are several basic tools that enable you to do so: preset 3D views, the ViewCube, and Visual Styles, as shown in Figure 1— These presets include both orthographic and isometric views, and can be accessed in the top left corner of the drawing window, as shown in Figure 1— Isometric views typically display three sides, as if you are facing a corner.
To return to the flat drawing plane, select the Top view before continuing with a non-orthographic 3D view. Move the cursor over one of the highlighted options and select it. You can also click and drag on the ViewCube to rotate the box, which rotates the model. The ViewCube is shown in Figure 1— Click it to return to the view defined as Home. The best tools for navigating a model in 3D are the mouse and keyboard.
You can zoom in and out using the mouse wheel, and can pan by holding the mouse wheel and moving the mouse. Both methods are useful in 2D and 3D. However, in 3D you also need to view the model from all sides. Hold and the mouse wheel to orbit the objects in your drawing, as shown in Figure 1— This is similar to panning the camera as you drag the mouse.
The target of the view changes. This can be useful in complex drawings, because limiting the number of objects results in a smoother rotation of the view. While viewing a model, setting a visual style can help you gain a clearer understanding of the model. Visual styles control how elements display in a view. You can add and modify objects and orbit in any of the visual styles.
Three useful visual styles include the 2D Wireframe, Conceptual, and X-ray styles, as shown in Figure 1— Sa In this practice, you will review the folder structure of a typical Autodesk Advance Steel project.
You will open a drawing and review the user interface. You will then use the 3D viewing tools to display the model you will be creating in the practices, shown in Figure 1— In the Quick Access Toolbar, click Open. In the Open dialog box, navigate to the practice files folder. Click once on Platform-Introduction. This is the primary model you will be working on. Figure 1—25 4. Scroll up the list and double-click on the Platform-Introduction folder.
It contains two folders: Databases and Details. These folders were automatically created when the documentation files were processed. Open the Details folder. Note that there are a number of detail drawings, but that they do not preview, as shown in Figure 1— These files are not typically opened directly, but rather are accessed through the Document Manager when you are in a model.
Figure 1—26 6. Return to the main folder and open Platform-Introduction. Review the different tabs of the ribbon.
In the Advance Tool Palette, click through the various categories to review the available tools. In the Quick views category, click All Visible. Additional elements display in the view, as shown in Figure 1— Select the object labeled Level 0. Hover the cursor over the object to display information about the layer it is on, as shown in Figure 1— Objects are automatically placed on the appropriate layer in the Autodesk Advance Steel software. Figure 1—29 6. Right-click in the drawing window and select Select Similar.
In the model, double-click on a column. The Advance Properties command displays, as shown in Figure 1— Click through the tabs on the left and note the different options. Figure 1—30 9.
Close the dialog box. Sa Zoom in on the base of column A2. Note that there is a box around the base plate on the Connection boxes layer, as shown in Figure 1— Double-click on the box to open the Advance Joint Properties dialog box, shown in Figure 1— The information in this dialog box controls the connection elements for the column.
Figure 1—32 Select the connection boxes also called joint boxes and toggle them off using the same process as you did for the layer symbols in Steps 5 to 7. Double-click on the base plate. Note that the Advance Properties dialog box for the plate displays, but now you cannot make many changes to the plate because it is part of a connection object. Select the base plate again. The same dialog box displays as when you double-clicked on the plate.
Right-click on the base plate again and select Advance Joint Properties. This opens the full connection dialog box. It also turns the joint box on for this connection only. Use the cursor to pan around the drawing and select one of the smaller blue connection boxes these are custom connections and toggle them off. In the command line, type Z A to return to the full model view. Save the drawing. Task 3 – View the 3D model. Note the direction of the X, Y, and Z-axes.
Sa UCS Figure 1—34 2. Click on various parts of the ViewCube to rotate the model. They that is very similar, but displays the radius of the line rather than the resize automatically as overall grid size.
The other options in this tab work as they do for you zoom in and out of straight grid lines. The Sequence and Single Grid Line tabs do not the model.
The size of exist. Delete Axis This command removes a single grid line from a group of lines without affecting the spacing of the remaining lines. The selected line is deleted and the labels for other lines in the group are updated accordingly. Add Axis Adds a number of grid lines into a group. The other lines in the group are moved up by the total size of the new lines. The new line s are added after the selected line.
The new lines are drawn at the specified spacing. The existing lines are moved up by the total overall size of the new lines e. You cannot cut a section from the middle of a grid line. You can only select a. The lines are only cut after you accept. Extend Grid Lines Similar to the AutoCAD Extend command, but for grid lines, it adds length to an existing grid line to have it meet the selected boundary element.
The lines are only extended after you accept. These are used to identify the elevation of a point according to a specific datum often sea level. The Advance Steel Level Symbols enable you to define a global datum level.
Level Symbol The level symbol inserts a small symbol into the model to identify the correct height at a specific reference point. For example, if your site zero is at above Sea Level, you would enter as the global datum level.
If you then place a level symbol on some beams above the site zero the Relative Level is and the Absolute Level is All of the level symbols in a model share the same Global Datum Level. General Arrangement type drawings often automatically place level symbols or dimensions in the drawings where you have included level symbols in your models.
Draw the main building grid and the different grid for the mezzanine. Grid A1 is at the WCS origin. Ensure that you match the position, directions, and labeling in the drawings. Many buildings are based on or include one of three common types of frame. Portal Frame This macro creates four beams that are arranged as a Portal frame based on several input points.
The frame can be non-symmetrical if required. A symmetrical frame is created with a default height. The Portal Frame Properties dialog box opens. When creating a symmetrical frame, other specific options are disabled. If you change this value column 2 moves to suit. Changing it adjusts the rafter beams. Changing it adjusts the height of the columns. For example, if you selected points on a grid at level 0, but the foundations and base plates were actually at level , you should enter here.
The Eaves haunch joint commonly used at such locations enables you to add a stub here and that is usually more correct. Note: The images in the dialog box help to clarify the available options. Gable Frame A gable frame is a Portal frame with extra columns across its width. Two extra tabs display in the dialog box.
Mono-pitch Frame A Mono-pitch frame has a single rafter spanning the entire width rather than two rafters meeting at an apex, as in the Portal frame.
The frame is drawn with a horizontal rafter and the Mono pitch Properties dialog box opens. Note: It is not usually necessary to set a projection here because the Eaves Haunch joint typically used in these locations includes options for a stub to be added.
Practice 7a Draw a Portal Frame 1. Continue working in the model that was created in the previous practice. Draw the frame between grids A1 and A3. Ensure that you match the sections and dimensions to the structure. You can select the required section from a list.
When drawing beams it is recommended that you use object snaps at logical design points and have the system lines meet each other.
Straight Beam For a straight beam the method is the same no matter what section type you want to create, but there are different icons for each generic family of sections. The beam and column creation commands allow you to create multiple sections without being interrupted by the properties dialog after creating each object.
When you finish the command, a dialog appears, showing the common properties for the sections created in the last instance of the command. Changes made in the properties dialog apply to all sections created in the current command instance.
Curved Beams A curved beam of any section can be placed as follows:. The beam is created in the last section type used. The Beam Properties dialog box opens enabling you to select the section and other required properties. An additional Radius option is located in the Positioning tab. Curved beams display as faceted on the model, but are always recognized as true curved beams in the drawings.
This display is for performance purposes. Beam from Line If you need to create many beams, you might find it convenient to lay out all of the beam paths with ordinary AutoCAD elements and then convert them into beams. The selected elements are all converted into individual beams with the same properties.
If you selected polylines, each segment of the polyline is an independent beam compare this with Beam from Polyline. Beam from Polyline If you want to model a beam that has been bent into a shape other than a simple arc you need to use the Beam, polyline command.
These create common configurations of beams that are created using flats welded beams or sections compound beams , and welded together to form new profiles. These work like normal Straight beams with a slight change in the Properties dialog box. The Sections tab is used to set the type and size of each individual member. Although made from several members these beams are treated as a single object as opposed to modeling several individual members with the straight beam commands.
Cold Rolled Sections A large range of sections from specific cold rolled suppliers are also available. Each icon pre-selects the stated manufacturer, but the rest of the functionality is the same as any other straight beam.
The system called first drop-down arrow enables you to select the family of Preferred Sizes. The fourth drop-down arrow requirements. Autodesk representative for o Material: Enables you to select the material from which more information. The first drop-down is the type of material e. Note: Each of these drop-down lists is filtered to only display options that are common in your location depending on the language selected during the installation. If the required option is not displayed in the short list, you can use the All option at the bottom of the list.
Selecting it displays the full list of all of the entries that are included in the Autodesk Advance Steel software. Warning: For non- o Offset: Select how you want the beam to be positioned symmetrical sections, relative to the selected points. The image of your beam such as Channels, type has 10 positions from which you can select.
Nine of Angles, and T these positions represent the four corners, the middle of sections, the the four sides, and the center. The tenth dot represents the positions in the Centre of Gravity of the section.
Normally vertical middle of each side line up with the center members, such as columns, are placed using the Center of gravity and position. Horizontal members, such as floor beams, are therefore are often typically placed using the Top Middle position.
NOT in the middle of that side. Note: A line is drawn between the two selected points. It is called the System Line and does not move when you select these position offsets. The beam moves around the line. Always draw the system line between your nominal design points and enable the Autodesk Advance Steel software to determine the detail.
When a beam is first placed the. The flanges align automatically. If the box next to single part is checked, it indicates that the part is a single part. If the box next to Main Part is checked, it indicates that the part is the main part of the assembly.
This is selected in the drop-down list. When an object is created by an Advance Steel macro, the appropriate model role is assigned automatically. When you create an object manually, you must manually assign the model role. Only straight beams can be cambered. You might need to manually specify a Cambered Beam drawing style to benefit from this feature. Assembly Fabrication Data is available only after you define the assembly by numbering or using Define as main part from the element properties dialog in the Naming tab.
The Assembly Fabrication Data is defined on assembly and is identical for all the assembly components. Approval status, Approval status code and Approval comment mark the modeling status of an assembly. Object Fabrication Data is always available and is defined on each object, even if some objects have the same Part Mark.
Practice 7b Draw Beams and Sections 1. Draw the remaining members of the structure. Model all of the remaining beams and sections in the structure except the bracings. Carefully orient and position each beam on the outside platform correctly. Although these commands each have an icon they behave as they would when using the command in the Transform Elements command and dialog box.
They also use the last setting of the Include additional connections option in the Transform Elements dialog box. You might want to move, rotate, or change the length of a section. Alternatively, if you have a number of similar objects it might be easier to make one and copy it rather than modeling each one individually. This enables you to control the display by easily identifying objects that are displayed differently and to only hide and display selected objects.
When you work on this layer, objects that are created by the software are automatically placed on different layers depending on their object type. Normally, the layer on which an object is placed matches the type so that all of the sections are placed on the layer Beams, plates on Plates, bolts on Bolts, etc.
If you change the current active layer to anything other than Standard all of the objects are placed on the current layer, regardless of their type.
You can hide, freeze, and lock layers as needed. However, objects on frozen, hidden, or locked layers cannot be edited. All of the members of a Railing are then placed on the layer Railings, rather than on Beams and Plates.
Objects with their Model Role set to None are placed on the original layers. It is recommended that you use the basic CAD command if the resulting object does not require any intelligent handling during the operation. Some of the basic CAD commands are also not very suitable to 3D e. For example, the following operations can be performed using the standard CAD commands:. Drag the grip at the end. Match Properties. Use Transform Elements. After accepting the selection you are returned to the dialog box.
If the objects are part of a joint e. If it is not selected, any relationships between the selected elements and others are ignored. If you want to include joints between beams in the operation, do not select every member of the joint, just select the beams that are between the joints and ensure that this option is selected.
Different operations enable and disable different options in the rest of the dialog box. Always select the operation before attempting to complete any other options because the values change when you change the operation. If you follow the prompt, note the highlighted object in the selected objects. Identify the corresponding object in the new location and select it. However, if you do so the intelligence is lost.
Repeat this for all of the prompts. The edits are done. You can zoom, rotate, and pan as needed to inspect the result, but do not select another command. All of the new objects that have been created during transform are independent of the originals.
Any joints created maintain their full intelligence. Therefore, to copy the complete Portal frame with joints from grid lines A to B, C, and D, you would need to do the following:. In each case the Transform Elements dialog box has buttons that enable you to select points or offsets on screen using object snaps.
This way you can achieve the correct value according to the current UCS, and have it relate to your operation. Always test your entries using the Preview button rather than clicking OK immediately. If you do need to undo a transformation, a number of Undo commands are required.
Although these commands each have an icon, they behave the same as when using the command in the Transform Elements command and dialog box. If you only want to extend, select Extend. If you want to do a mixture of both, select Auto. Enter the required option. Note that this prompt is over two lines. Do not forget to read both lines if the prompt displays Select Objects:. Each beam is modified immediately. You can select individual beams or use a window selection to select multiple beams.
The end nearest to the pick point is changed. Edits take place immediately as you proceed. If you use the Auto mode to trim a beam, the side of the boundary object that is the shortest is the end that is cut off, regardless of the side that you select. If you use the Trim mode, the beam is cut on the side of the boundary object that you select.
In the following example, the blue beam is the cutting boundary. The brown beam is selected to cut at the point at which the cursor is displayed.
The result with. When drawing beams, it is recommended that you use object snaps at logical design points and have the system lines meet each other. You do not need to edit the system lines to the exact length of the finished machined member, although it is preferable if it is close.
If one of the members is subsequently edited, the joint automatically adjusts the length of both beams as required. Therefore, you do not need to use this command very often. However, if the system line is noticeably different from the finished beam length it could have a negative effect on drawing quality. Sometimes a joint can be unique, but usually an engineer selects one of the many standard types of joints.
To make a joint, the beams must meet and be shaped around each other as needed. Additional plates, bolts, and welds are also usually required. The Connection Vault interface is used to organize all of the types of available joints.
To place a new joint, it is recommended that you always start with the connection vault. The vault has three panes. The pane on the left contains a list of the many types of joints in a category type structure. Use the category symbols to expand and collapse the groups of related joints. Select a joint name to display images of examples of the joint in the top right pane. These previews are only examples and not an exhaustive representation of what can be achieved.
The lower right pane displays a description of the joint and some additional information. Making a Connection An intelligent connection is made between two or three beams as follows:. These are generic prompts. The exact prompts vary depending on the joint that you have selected e. After selecting the inputs, a small alert box might open prompting you that Template values were not found. Take defaults of the connection.
This is for information only. Click the OK button to proceed. Note: This information might appear in the command line, depending on the default. In engineering terms, when placing a joint, the secondary beam transfers its load onto the main beam.
In each case, due to the complexity of the joints and the number of parameters that can be varied, a large number of options are displayed in a large number of grouped tabs. It would be overwhelming to try and list every option. Therefore, this training guide provides an overview of some of the common options or properties. To help you to identify the option or parameter that you need to set to adjust a specific dimension or position, each tab in the Properties displays an image of the various numbered dimensions.
The property options in that tab have corresponding numbers. Find the numbered dimension in the image and enter the required value in the field with the same number. For example, if the overall length of the end plates is dimension 3 you need to adjust it using the value in the 3.
Length: field. Note that various options might be disabled. This is often because of the way in which another option has been set. In the example, 3. In this option, fields 4 and 5 are valid and the overall length is calculated. If you would rather set the overall height of the plate, you need to change End plate length type to Exact Value from Top or Exact Value from Bottom. Field 3 becomes available, enabling you to enter the required length.
Field 4 or 5 is disabled and calculated as needed. Sometimes the options interact over several tabs in the Properties dialog box. Therefore, you might need to change the settings on the other tabs to enable a specific option on a specific tab. Sometimes certain types of joints can have unexpected results when applied to non-symmetrical sections, such as Channels or Angles.
In most cases the required result can be achieved by trying different options and settings. For example, depending on the section orientation, the Top and Bottom could be swapped when manipulating a joint on a Channel type section. Plate and Bolt Sizes and Projection Option The various parameters of the plates and bolts are usually on tabs that are grouped together under General or Plates and Bolts. The sizes of the end plates or other plates that are created by a joint can be set in several ways.
If the section is edited and changed later, the plate size and the spacing in the joint change automatically to maintain the same projection dimensions. The plate size is then calculated based on the overall bolt spacing. If the section is edited later, the joint updates automatically to maintain the bolt positions relative to the new section size and the plate size relative to the bolt positions.
If the section to which the plate is fixed changes, the plate size does not update but remains at the set size. You might want to select Projections or By Bolt so the joint updates when a section changes size.
However, there might be problems. Most standard sections do not have a convenient overall size. In many standards, the overall size is not the same as the nominal size. For example, a UK Universal Beam x x 43 actually measures If you add a 50 Projection to this, the finished plate would measure These are not good dimensions to which to manufacture.
In most cases it is preferred, and cheaper to manufacture, if you use dimensions that can be constructed from standard Flat sections. Therefore, in this example, plates measuring wide could be cut long from a Flat x. For Bolt spacing, the equivalent of the Projection option would be the From Section option or a similar option. It is often recommended that you use another option and set the round dimension for the spacing, rather than having bolt centers, such as The Bolt type and diameter can be set in the Bolts and Holes tab.
Each type of bolt has specific combinations of nuts and bolts such as Standard or Nut and 2 Washers that are valid and you must select one of them in the Bolt Assembly box.
The bolt diameter can be set in the Diameter field. The bolt length is automatically selected from a list of standard bolt lengths that have been defined in the software. The options and dimensions controlling the plate sizes in joints are often located in the same tabs as those for the bolts. In general there is a set of options for Notches that enable you to control the clearances that are required for each case. In most cases the plates or other sections that are created as part of a joint are welded to one or another member of the joint.
The sizes of these welds might need to vary to suit the section and loading and this can be done in the Welds tab. Many joint types enable extra plates to be welded in to strengthen the joint.
These plates follow fixed rules and are controlled by sets of options on tabs called Stiffeners. Depending on the type of joint there might be extra options that are unique to that type of joint. These options typically have an extra tab in the Joint Properties dialog box. The first option on the tab is generally a tick box to enable the option, although this might be located on another tab.
Rather than having to create each joint and repeatedly set all of the parameters individually, there are several ways to efficiently repeat a joint.
All of the joints remain independent of each other. Repeat Rule If you want to create another joint of the same type, but not necessarily with the same parameters, you can use the Repeat Rule command instead of using the Connection Vault again.
This places the joint and opens the Joint Properties dialog box I which you can set the required parameters. Joint Copy If you want to add another joint with the same type and parameters as an existing joint to your model, you can use the Create by template command. When all of the required. The Joint Properties dialog box does not open. Joint Copy, Multiple If you have many identical or similar situations in which you want to repeat a joint such as 25 Cold Rolled Floor Beams to the Hot Rolled Supporting Beam , you can use the Create by template, multiple command.
You should select all of the main beams for all of the required locations to which you want to copy the joint and then accept. For example, in a Double Sided End Plate it is one of the secondary beams. You should select one secondary beam in each location to which you want to copy the joint and then accept. As with the first and second input, select the appropriate members in each location to which you want to copy the joint and then accept.
All of the joints that are placed have identical parameters to the one copied. The joint box is not displayed. Note: Be careful when using this with double-sided joints, because it might result in two copies of the joint in the same location.
Note: Do not try to place too many of variations in one move. While the command is good at identifying different orientations or configurations, if you include too many in one command, problems can occur.
The Library is located on a tab in the Joint Properties dialog box. It includes columns for every parameter in the joint. Enter 0, 0, 0 as central point of the plate.
The plate is created, and the properties dialog box appears. Select the upper right corner of the plate to add the chamfer to it. On the Tool Palette, Features category, click. Rectangular contour, center. This tool will not allow the feature to move when plate is modified by grips, however this tool will allow feature to move when the plate is modified by grips or inputting a value.
Select the plate. Select the center point symbol of the plate feature or type 0, 0, 0 if your UCS was placed at the center of the plate. The rectangular contour is created, and the properties dialog box appears. To display the features, select the plate. Right-click and select Advance Properties from the contextual menu, additionally you can double click the plate to invoke the properties dialog box.
In the properties dialog box, on the Display type tab, select Features. The cut feature is static, meaning the feature does not move regardless of the applied modifications. Use the Copy tool by right clicking and selecting Copy from the contextual menu. Select the second plate. Delete the chamfer on the smaller plate.
Polygon plate Now you will create a polygonal plate between the two existing plates. First, place the UCS at object, meaning the first plate.
Select the top middle CS as shown in the figure below. On the Objects tab, Plates panel, and click the Polygon plate icon. Select the lower end points of the polygon as depicted in the figure and press Enter when done. Next, you will create two vertical plates which will later be merged into one plate. Move and rotate the current UCS so that the X axis of the coordinate system is parallel to the longitudinal bottom edge of the first plate and at the end point of the corner cut feature.
The Y axis should point upward. Rectangular plate 2 points 1. On the Objects tab, Plates panel, click Rectangular plate, 2 points.
On the command line type 0, 0, 0 as the start point of the plate and press Enter then select the symbol. Drag the mouse pointer in the Y direction and define the coordinates on the command line. On the Positioning tab, define the justification value: 0 to avoid clash. Rectangular plate 3 points 1. On the Objects tab, Plates panel, click Rectangular plate, 3 points. Select the 3 end points as seen in the figure below.
Note: AS should keep the last value Entered for the thickness. Modifications 1. Select the vertical plate, using the grip points and drag the plate end to the new corner cut feature end point in the positive X direction. Splitting plates 1. On the Objects tab, Plates panel, click Split plates by 2 points icon. Select the large, vertical plate. Select the first point of the split on the upper inside of the plate. Use the midpoint snap mode. Select the second point of the split line on the lower inside of the plate.
Use the nearest snap mode. The plate is split into two plates. Merging plates 1. On the Objects tab, Plates panel, click Merge plates icon. Select each of the 3 vertical plates, then Enter. The plates are merged. Again, take note of your endpoint osnaps if your plates did not merge.
Select the plate, then hit the Enter key. You will be prompted to either shrink or increase the plate size 3. Extending a plate 1. On the Advance Steel Objects ribbon, Plates panel, click 2. You can convert a regular plate to a polygon plate! Before starting: The UCS should be set to world. Weld preparation with Y shape — chamfer 1.
On the Tool Palette, Features category, click Bevel cut icon. Select the side of the plate to create the chamfer weld preparation. The weld preparation is created, and the properties dialog box appears.
Using the same process, create a chamfer weld preparation on the other plate, as well. For a more realistic presentation, change Visual styles from the visual style control icon in the top Left of the drawing area. On the Tool Palette, Features category, click the Bevel cut 2. Select the side of the plate to create the fillet. The fillet weld preparation is created, and the properties dialog box appears.
Using the same process, create a fillet weld preparation on the other plate, as well. Displaying the weld preparation 1. In the properties dialog box, on the Display type tab, select the Exact with weld preparations option to show the resulting exact plate shape with bevels or fillets at the edges.
UCS should be set to world. Copy Rotate upward move your UCS as shown. On the Tool Palette, Features category, click Miter feature 2. Select the inner edge of the first plate and the Enter key. Select the inner edge of the second plate and the Enter key 4. On the properties dialog box, Miter is selected by default as the type mode. Additionally, uncheck the Bisecting line box and add a gap if so desired. Click on the X to exit The miter cut is created.
Double click on the gray intelligent box to view the properties of the miter feature. Place the UCS mid between the web of the underside of the top flange. This will ensure that the plate will create a clash with the beam. Create a plate using the Rectangular 2 points method. To ensure correct rotation of the plate, make sure the X is facing your right hand and the Y is facing upward as seen in the third figure below.
On the Tool Palette, features category, click Cut at object icon. Select the beam and Enter, then the plate at the lower edge and Enter. On the properties dialog box, the Saw-cut Flange method is set as default. Double click on the gray intelligent box that will appear when the feature is created.
You can view the properties of the cut at object feature and make further customization if desired. For the first plate, use the rectangular plate center. On the Objects tab, Plates panel, and click the Rectangular plate center icon. Make the following settings: 2. Create another Rectangular plate 3 points plate. Select the boundary plate, the horizontal plate then Enter. Select the plate to cut, the rotated plate then Enter. The properties dialog box appears, saw cut—flange is selected by default as type mode.
Select Switch side, to change the side of the cut if it is not on the desired side and adjust the gap. Set your UCS to world then move it on top of the plate. Next, use the split the plate at the lines, tool. The Gap should be set to 0. Select the splitting tool then the plate then Enter. Select the first line then the second line then Enter. The plate is split. Delete the construction lines. Creating folded plate — without position adjustment 1.
On the Objects tab, Plates panel, click Without position adjustment icon. Select the first plate smaller near the edge to connect. Select the second plate middle near the edge to connect.
On the Objects tab, Plates panel, click the Folded plate with position adjustment 2. Select the second plate middle plate near the edge to connect. Select the third plate near the edge to connect then hit the Enter key to bring the plate relations info. Enter — 45 in the angle field. Define the folded plate main object 1.
On the Objects tab, Plates panel, click 2. Select the lower plate. Set folded plate main object icon. The lower plate is now the main plate. Display unfolded 1. Check unfolding icon. Type Y or Yes on the command line. The unfolded representation is displayed in green. On the Objects tab, Plates panel, click Create conical folded plate icon. Just hit the Enter key, as shape type: C Contour is the default.
The properties dialog box appears. Define the number of facets per corner: Set the justification at: 1 8. Change the Visual style to Conceptual from the icon on the top left of the drawing window. On the command line, type: B and press Enter. Select the HSS square. Type: B on the command line, then press Enter. Select the HSS pipe section. The properties of the Conical folded plate dialog box is displayed.
See the result. On the Objects tab, Plates panel, click Create twisted folded plate icon. Select the lower polyline then the polyline above then Enter.
The twisted plate appears. Use the Plate at Polyline tool 53 Conical plate with hopper and chute To create the conical plate with hopper and chute; 1.
Draw 2 circles at 0, 0, 0. To create a circular plate which will be created at the WCS follow procedure below. On the Objects tab, Plates panel, click Circular plate. The Circular plate is created at 0, 0, 0 and the properties dialog box is displayed.
Click Save, select the flyout navigate and highligt the newly created plate then click OK. Create the first transitional plate. Use the selected objects off and on tools.
On the Objects tab, Plates panel, click Create Conical folded plate icon 7. The properties dialog box is displayed. Fill in the fields as in the figure below. Create the second transitional plate by selecting the Enter key.
Fill in the fields as seen below. On the Objects tab, Plates panel, click the Circular plate icon. The Circular plate is created at the placement of the UCS and the properties dialog box is displayed. Select save then OK. Move and rotate UCS as shown, on top flange of beam.
Plate 2 is placed at the beam end. Plate 3 is placed on Plate 2. Creating a bolt connection Within Advance Steel, there are a range of options to create and modify bolts. The bolts automatically create holes which are visible by default. The holes can be changed and modified within the bolts properties dialog box. Move your UCS to the top of the beam flange as seen in the figure below. To create the plate on top of the beam, select the rectangular plate, 3 points tool.
Create the plate on top of the beam flange. Use the endpoint and midpoint osnaps. To put bolts through the plate and beam flange, click the bolt pattern, Rectangular 2 points icon. Select the upper plate then the beam and Enter. Define the rectangular area on top of the plate for the bolt pattern by selecting two diagonal points.
The bolts and holes are created, and the properties dialog box appears where you can customize. Displaying bolts On the Display type tab, select the Solids option. For a more realistic presentation, change Visual styles from the icon on top left of the screen, or on the Ribbon, Home Tab. The Weld location for Plate 3 and Plate 2 should be set to Site for this exercise. On the Objects tab, Connection objects panel, click the 2.
Select the beam then the plate 2 then hit the Enter key. Select the insertion point for the weld on the node point of the beam web system line Select the insertion point for the weld on the node point of the beam web system line 4.
Define the insertion point of the weld mid between both plates center points or according to your company or client standards. For the figure to the right, the insertion point of the weld is mid between both plates center points. Your standard location implementation might differ. This exercise shows that plates have a center symbol. You can use it as a snap point. Delete the weld between Plate 2 and Plate 3.
Move and rotate the UCS to the lower left corner of plate 2. On the Objects tab, Connection objects panel, click 4. Select Plate 2 then Plate 3 then Enter. Define the rectangular area for the bolt pattern by selecting two diagonal points on Plate 2 Rectangular, 2 points icon. The bolts and holes are created, and the properties dialog box appears. Change the Visual styles to 2D Wireframe.
Delete the bolts on Plate 1. Move and rotate the UCS as seen in figure below 3. On the Display type tab, select the Exact to view the gauge line. On the Objects tab, Connection objects panel, click Rectangular, 2 points icon. Select the beam then the plate, then enter. Select the start point at the node of the gauge line of the flange top. Use the nearest osnap for end point. Additionally, you can use reference lines. The bolts and holes are created along the gauge line and the properties dialog box appears.
Select the Imperial ASTemplate. Set your UCS to world. On the Grids panel, click. In the command line type 0, 0, and 0 and select the Enter key in to locate the grid origin start point.
Modifying the grid properties Next, label the axis group in the X direction with capital letters prefixed by 2. Labeling the axes 1. Select a grid axis 1 in the X direction. Select a grid axis parallel to the Y direction. In the properties dialog box, on the Group tab, change the number of grids to 3 then Enter. Note: The distance between the grid axes changes automatically. Using the same process, change the number of grid axes parallel to the X direction to 5 then Enter.
In order to move the axes individually, we must ungroup them. This appends grip points to the endpoints and midpoints of the single axes. Select the 2A grid. Select the Display type tab, then the Single axes radial button. Deactivate osnaps. Copy the grid using the Advance copy tool. As a result, the grid axes in the Y direction are too long and need to be shortened. There are two methods to achieve this: Method 1: Using axis grip points 1.
Select grid axes 1. Select the grip points at the end point of grid axis 1. Drag the mouse pointer in the -Y to the end point of grid axis 2E. Method 2: Using Trim axes button 1. On the Objects tab, on the Grids panel, click. Select the 2E grid axis as the boundary object, right-click. Select the 1, 2, 3 grid axes sequentially, then right-click.
The grid axes are shortened. On the Objects tab, select the Grids panel, click 2. Select the 2D grid axis, right-click. Delete axes icon. The axis is deleted. Adding a grid axis 1. On the Objects tab, select the Grid panel, click Add axes icon. Select the grid axis 2 and right-click. On the command line, define the number of added grid axes: 1 then Enter. The axis will be placed to the right and will need to be placed correctly. Select axis 4, select the middle grip point and drag it to the end point of 2D grid axis.
Note: If automatic labeling is activated, then the other single axes adjust themselves sequentially. Start a new Imperial drawing.
Save the project as Creating the building grid in the X and Y direction 3. Make sure your Ortho is on. On the Objects tab, Grid panel, click Grids with groups by distance icon. On the Objects tab, Grid panel, click Icon Grid with groups by distance.
Define the start point as 0,0,0 then hit the Enter Key. Select the Enter key. You will be prompted for the direction of the axis group in the command line. Move the cursor in in Y direction to define the spacing direction of the axis group.
You will be prompted to input the distance between axes. The dialog box is displayed and the grids in the X direction is created. Put the Ortho on f8. Make sure your UCS is set to world.
Type 0, 0, 0, on the command line then press Enter this is the starting point of the first axis of the group. Move the mouse in the X direction then press the left mouse button to define the direction in which the distances will be between the grid axis in the Y direction. Close the grid properties dialog box by selecting the X in the upper left corner. Select grid axis 1 in the Y direction. Select the Total tab, change the Label type: to Capital letters and disable the Automatic label option. Use the Up arrows to move to the next grid and change the name from C to B.
Change grid name D to C. Once the drawing is created you can modify the grids by grips and customize the grid balloons! Check that your UCS is set to world before you continue. You will use this grid exercise in Chapter 7 and will be changing the file name from Creating the building grid in the X and Y direction to 01 Creating Level 0.
Set UCS to world.