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Dynamo Extension for Autodesk Advance Steel. Advance Steel Extension. Graitec - Advance Steel Autodesk React Structures Tech Preview. Robot-AdvanceSteel Link. Facebook Twitter. Download Free trial. What's new. Steel modeling NEW. Complete toolset for structural steel detailing. Bidirectional link with Revit Speed time to fabrication with Revit design data. Navisworks compatibility Integrate data for a whole-project review and effective collaboration.

Sheet and plate metal work. Autodesk Advance Steel is the only CAD software for steel structures that easily models sheet metal work. Multi-user collaboration. Advance Steel offers unrivalled, flexible and secure multi-user functionality offering: Speed improvements to model a big project multiple users working on the same DWG file Display performances tools to display only selected elements Flexibility joints can be created between elements modeled by different users Security an element being used by one person cannot be modified by another Information real-time information of model changes.

Function for automated view creation on the drawing for special situations such as a complex detail or a base point with the foundation.

Flexibility in the choice of the presentation rules for the details. Document management. Once the drawings are completed,bills of material lists and NC files can be created. Customer Project References. Advance Steel Documentation. Learn about main features of Advance Steel Who is entitled to access this software release? How do Autodesk Subscription customers access the software release? You can also download Autodesk Revit Free Download.

Below are some noticeable features which you will experience after Autodesk Advance Steel Download Free Download. Prior to start Autodesk Advance Steel Download Free Download, ensure the availability of the below listed system specifications. This is a full offline installer standalone setup for Windows Operating System. This would be compatible with both 32 bit and 64 bit windows. Your email address will not be published. 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. In each case the table includes columns stating the class and size of the member s on which the joint was placed and a comment or name for the entry. If it finds a match, it applies the settings stored with that entry in the Library. The selected line in the table is normally highlighted in blue. Therefore, you do not need to set multiple parameters each time you place the joint.

The software does not search the table when you are using Create by template or Create by template, multiple because these commands are designed to copy the same It is possible to turn parameters as the selected example joint.

This is not an error. It is information that your joint instead. To do so, in does not match a pre-defined configuration.

Select corresponding parameters are applied immediately. There can be a recognized standard for providing set dimensions and sizes that have been defined for a specific load on a specific joint type.

The Library is the ideal place in which to define these parameters, so they can be used easily. These recognized pre-defined settings have been stored in the Library as part of the standard installation.

Once applied, there is no link between the joint parameters and the Library. Therefore, you can override any setting without affecting any other joints or the table. New entries are usually, but not always, at the bottom of the table.

New entries display a dash in the Comment column. To maximize the The Library entry is now available for use in any future joints of that power and flexibility type. The Library is stored on a specific PC, which remains available of the Table and to for all of the projects and users on that PC. You can also set the preferred default values that can be used when a better match is not found by creating a Default entry in the table. These are outside the scope of this training guide.

Ask your Autodesk representative for more information. Sometimes, you might need to link a number of joints together so that if one changes, they all change together and continue to match. In this case you can use the joint group commands. When joints are in a joint group, one joint is the master and the others in the group are slaves and must always match the master.

Any changes to the master joint are immediately applied to all of the slave joints. If you open the Advance Joint Properties dialog box for a slave joint you can note all of the settings for the options, but they are all grayed out and disabled to prevent editing. Create a Joint in a Joint Group This command operates in the same way as Create by template, except that any new joints that are created are slave joints in a joint group.

In the first example, the selected joint is already a slave or master joint. This is not changed and the new joints are added to the same group and linked to the same master.

If the sample joint is not a master or slave joint it becomes the master of a new group. When you have placed all of. This command is useful if you have many identical situations in which you want to repeat a joint such as 25 Cold Rolled Floor Beams to the Hot Rolled Supporting Beam. As with the first and second inputs, 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 are added to the same group as the original joint. If the original joint was not in a group, it becomes the master of the new group. Remove a Joint from a Joint Group If you have a joint that is a member of a group but needs to be different from other members of the group you can remove it from the group, enabling it to be edited independently. Add a Joint to a Joint Group If you have independent joints that you want to make into a group you can use this command to do so.

You can only add ONE joint at a time with this command. If the joint is already in a group, the new joint is added to the same group. If the second joint is not already in a group it becomes the master of the new group.

Upgrade to Master When you want to change the configuration of joints in a group you must edit the master joint because all of the editing of the slave joints is disabled. However, you might not know which joint is the master. If so, you have several options:. When you select Upgrade to Master, the current joint becomes the master of the joint group, enabling you to edit any of the properties in the current Joint Properties dialog box. Ensure that all of the joints match the dimensions in drawings G and G from Chapter 1, Introduction.

However, this results in many sections clashing at their intersections. When you place joints from the Connection Vault, the sections are shaped around each other to avoid clashes and space is made for the connection plates.

This is done by creating Beam Features that modify the shape of the beam. Additionally, beams might need to be shaped around obstacles or each other without forming a joint. In these cases you need to create custom Beam Features. Practice 10a Open the Drawing 1. Open Feature Practice. This file has been created to enable you to practice Beam Features and to demonstrate specific points. This is done using the Shorten command, which can also add length to a beam.

It creates a straight cut across the end of a section and the system line does not change in length. The section immediately changes length and the Shorten Properties dialog box opens. Practice 10b Use a Shorten on a Beam 1. Try a Shorten on the exposed ends of the brown beams. Therefore, entering the correct value in the Y or Z fields in a Shorten command would be difficult.

Regardless of the angle, the exact amount to cut off to meet another section perfectly is not always obvious section sizes are not round numbers. To overcome this you can use the Shorten at UCS command. Practice 10c Shorten at UCS 1. Use Shorten at UCS to cut one of the red beams where it meets the blue beam. It is a one step process rather than two steps and also has other more powerful options.

The second section is cut back to where it meets the flange o the first beam and the Properties dialog box opens. Practice 10d Cut at Object 1. Use Cut at Object where a brown beam meets the blue beam.

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