Autodesk advance steel 2017 tutorial pdf free

 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 

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Advance Steel Tutorials – Virginia E-Learning&Training

 

It is information that your joint does not match a pre-defined configuration. If you want to apply a different set of parameters than the Library entry selected by the software, select any line in the Library and the corresponding parameters are applied immediately.

To help you locate the required entry in the Library, you can sort the table by any column e. 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. The table editor displays. New entries are usually, but not always, at the bottom of the table. New entries display a dash in the Comment column. The Library entry is now available for use in any future joints of that type.

The Library is stored on a specific PC, which remains available for all of the projects and users on that PC. 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.

The Joint Properties dialog box does not open. When you have placed all of 99 Autodesk Advance Steel Essentials — Metric the required copies, press or right-click without selecting a member. 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.

The selected joint becomes an independent joint again. 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. Figure 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.

Add joints to the training project. Add all of the required joints to the training project. Haunch to Flange and Apex Haunch on all of the rafters.

The Library might sometimes include a matching entry for the joint. 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. Open Feature Practice. Figure 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. Please select the beam at a reference end: Select the section near the end where you want to modify the length.

The section immediately changes length and the Shorten Properties dialog box opens. Figure This is not intended to change the nominal length or end point of a beam, but only to adjust the end by a relatively small amount to allow for joint plates, etc.

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. Please identify the object which is to be modified: Select the beam near the end that you want to cut off and accept.

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. Use Cut at Object where a brown beam meets the blue beam. Use Cut at Object where the other red beam meets the blue beam.

However, you often need to be able to only cut a corner from a section, such as when notching around another beam. You can use the Cope command to do so. Please select the beam at a reference end: Select the flange of the section that you want to cut near the end to be cut.

The cope is immediately applied and the Cope Properties dialog box opens. Corner Finish tab o Radius: Set the fillet radius for the corner of the cut. The cope is applied immediately and the Cope Properties dialog box opens. Therefore, if the system line is on the outside face of the beam most floor beams have the system line in the top center you need to enter a negative number for the depth.

Use Cope and Cope, Skewed on the points where the brown and red beams meet the blue beam. Compare this with a Cope, Skewed on the bottom flange of the green beam. This tool is designed to create an ideal cut. The coping is applied immediately and the Parametric Cope Properties dialog box opens. You can also add corner relief for the cuts. This creates a shortening and two copes and other cuts for the corners if needed. These individual features are combined into the Parametric Cope joint.

The beam is cut immediately and the Element Contour Rule Properties dialog box opens. The standard shape of the passing beam simplified to parallel flanges and no fillet radii.

If not selected, the end of the This creates a single shaped cut through the modified beam and a shortening if that is selected.

This joint has more power than the Parametric Cope joint and is the preferred option in most cases. You can use the Beam Clearance command to move a beam along a main beam to the required distance. The beam moves along the main beam. Use Beam clearance to move the second brown beam so that it is within units of the first brown beam.

A variety of additional features can be used to achieve this. Essentially, they all work in the same way. Rectangular Contour, Centre It enables you to create a rectangular cut out using a single reference point to define the location.

The cut is placed immediately at a default size and the Contour Processing Properties dialog box opens. Rectangular Contour, 2 Points It enables you to create a rectangular cut out using two reference points to define the location and size. Set the UCS as needed. The cut is placed immediately at the defined size and the Contour Processing Properties dialog box opens.

Circular Contour, Centre It enables you to create a circular cut out using a single reference point for the location. The cut out is placed immediately at a default size and the Contour Processing Properties dialog box opens. Circular Contour, 2 Points It enables you to create a circular cut out using two reference points to define the location and size. The edges of the shape can be straight lines or arcs. If you want to have an arc for an edge of the shape, enter A for the Arc option.

Select points to define the arcs as required. Each arc is tangential to the previous segment. The shape that you have defined is cut through the beam and the Contour Processing Properties dialog box opens. You can draw the required shape as a polyline before using this command, if you prefer.

At the Please specify start point or select [Polyline s ]: prompt, enter P for Polyline and select the polyline to cut the predefined shape out of the beam. This option enables you to set the clearance after defining the shape. Enter a value to expand the shape by that distance in every direction. If not selected, the cut is infinitely deep in that direction. When a contour is created it is usually infinitely deep in both directions Side 1 and Side 2 are not selected.

When working on the web of a section, this does not matter. If you are working on the flange of a section the cut goes through both flanges. To only have the cut go through one flange, you need to select one of the Side 1 or Side 2 options and enter a depth e. It is not easy to determine the direction of Side 1 or Side 2, so you have to experiment.

It does not matter which command was used to create the rectangular or circular contour. The Position relative to the selected point can still be set in the Position tab.

Therefore, if you need a cut out but only know one reference point such as that the middle of one end of the rectangle must line up with the node at the end of a beam , use the By center option to create the cut out and then change the position in the Positioning tab. The depth is measured from the system line of the section. Therefore, if the system line is on an outer edge of the section such as the top center of a floor beam both flanges are on the same side of the system line.

In this case to prevent the cut going through the flange nearest to the system line, you need to select one of the sides and enter a negative depth e. The effect of the depth is more apparent if your cut crosses the web of a section. Try using each of the contour features. Try cutting the flange of the blue beam where the yellow beam cuts it.

Try cutting the flange of the green beam where the blue beam cuts it. Ensure that you only cut one flange. To return to the feature properties and edit them, you must select the green shape and select Advance Properties or Advance Joint Properties when editing an Element Contour — Rule or Parametric Cope — Joint.

Presentation Type The green shape is often not displayed. To edit the feature you must display the shape first. Alternatively, there might be many green shapes in the display and you might want to hide them.

The cut out in the beam is always displayed, regardless of whether the green shape is displayed or not. In the Display Type tab, select Standard to hide the features or Features to display the green shapes. This cuts the beams straight across at a bisecting angle and then optionally welds them together.

The beams are cut at the bisecting angle and the Miter Properties dialog box opens. If you want the beams to be welded together you must select Create Weld in the Cut tab. The cuts are made and you are returned to the Command Prompt. Merge Beams It joins two or more beams into one. The beams must be in line, meet end to end, and be of the same section.

Merge beams. If they meet end to end, the beams are converted into a single object. Modify Columns C4 and D4 in the training structure. Modify the tops of the top of the RHS columns on grid C4 and D4 ready for the joint, as shown in the drawings. Continue working in Feature Practice File.

Therefore, you need to set the UCS as required first. Rectangular Plate, Centre It enables you to create a rectangular plate using a single reference point for its position. Rectangular Plate, A single plate is created on the XY plane at the selected location with the default dimensions.

The Plate Properties dialog box opens. Rectangular Plate, 2 Points It enables you to create a rectangular plate using two points to define its position and size. Rectangular Plate, A single plate is created with its corners on the selected points.

Rectangular Plate, 3 Points It enables you to create a rectangular plate at any angle to the XY plane using three points to define its position and size. Rectangular Plate, A plate is created between the three points and the Plate Properties dialog box opens. Polygon Plate It enables you to create a plate of any shape with straight edges. When you are finished selecting all the required corners at least three , press or rightclick to join the last corner to the first.

Polygon Plate. A plate is created using the defined shape, the size is defined, and the Plate Properties dialog box opens. Plate at Polyline. A plate is created matching the shape of the polyline and the Plate Properties dialog box opens. Circular Plate If you want to create a circular or ring-shaped plate, you can do so with this command.

The plate that is created is a square plate with plate features for creating the curved edges and hole as required. Set the length and width of the plate as needed. Use the icons for the three basic options or enter a value in the field if another position is required. A folded plate is considered a single object for drawing and manufacturing purposes. Although very powerful, the software is not a sheet metal package. If a fold does not cover an entire edge, a bend relief is not modeled.

Therefore, the fold is modeled as a tear. Corner reliefs are not modeled at any time either. Folded Plate without Position Adjustment Convert two neighboring plates into a folded plate. These plates should be positioned with the joined edges touching in the required location. Any plate features that already exist in the individual pieces of plate are preserved and remain in the correct position relative to the piece of plate. Folded Plate with Position Adjustment It joins any two plates together into a folded plate.

The second plate is moved and rotated so the selected edges are joined and the plates do not have to be touching at the start. The second plate is moved so that the midpoints of the selected edges touch and is then be tilted to the specified angle.

Any plate features that already exist in the individual pieces of plate are preserved and remain in the correct positions relative to the piece of plate. When setting the sizes of individual plates remember to allow for the plate thickness in your required final dimensions. The individual plates on the left are aligned before the fold is applied. Figure Create Conical Folded Plate It creates a folded plate between any two closed polyline shapes.

This was originally used for hoppers or ducting type shapes in which rectangles are converted into round sections. The command can merge any two shapes together. Complete the required options before continuing. A shaped folded plate is created, merging the two selected shapes. Create Twisted Folded Plate It creates a twisted, folded plate between any two lines, arcs, or polylines. Complete the required settings before continuing.

Create twisted Figure o Number of division points: How many folds should be used to create the finished plate? A shaped folded plate is created, merging the selected elements as its edges. A folded plate with flat facets is created to go between the two selected edges.

If the shape can be created using fewer facets than you set in the Properties dialog box it is done. If the two elements Autodesk Advance Steel Essentials — Metric selected are coplanar, the result is a single flat plate no facets of the required shape. The polylines can include straight or arc segments, but you cannot use a curved polyline one that uses the Fit or Spline options.

Fold Line Properties After it has been created, the folded plate is treated as a single object. After creation you cannot return to the Conical Folded Plate Properties dialog box. If you select a flat piece of plate and select Advance Properties the normal Plate Properties dialog box opens.

If you select the curved portion of plate between two flats and select Advance Properties the Fold Line Properties dialog box opens. Figure o Angle: Enter the angle of fold according to the image. If you change the angle the associated plate moves to suit. All of the features in the plate are preserved in the plate segment. If you select the fold between two flat segments of plate and press , the fold is deleted and the flat segments are no longer joined.

Check Unfolding When creating folded plates it would be possible to model something that could not be developed into one sheet of material. To ensure that you have not done so, you can use the Check Unfolding command. A green outline of the developed plate is displayed. If no message is displayed, the plate can be safely developed into a flat pattern. Once you have finished with the unfolded outline you can remove it from the display by clicking Clear Marked Objects in the Advance Steel Tool Palette, in the Selection category.

There are special commands for drawing the grating, but after creation it can be modified, etc. Gratings are modeled as a flat plate shape, but are visually distinguished by the hatch pattern that is applied to one surface. The details of the hatch pattern are representative and do not match the exact specification of the grating.

Standard Grating It creates a model of a standard grating panel. Standard A default grating panel is created and the Standard Grating Properties dialog box opens. Figure In the Shape and Connector tab, select the required grating. When you have selected at least three points you can finish the grating by pressing or right-click to connect the last point to the first. Variable Grating, A grating is modeled with the straight edges of the shape you have defined and the Variable Grating Properties dialog box opens.

Select the required grating specification in the Shape and Connector tab. Variable Gating, Rectangular Create a rectangular piece of grating of any size. Variable Grating, A rectangular piece of grating is modeled between the selected points and the Variable Grating Properties dialog box opens.

Span Direction The span direction of the grating the direction of the largest sections is indicated by the direction of the hatch pattern and a symbol in the middle of the hatch. Figure For a Standard Grating, the span direction is always parallel to the shortest edge of the panel. For a Variable Grating you can set a custom span direction. When created, a span direction that is parallel to the UCS X-axis is set. You can modify this setting, if required.

Recreate the ducting in the Feature Practice file. Remodel the magenta ducting on the end of the brown duct. Figure 4. This requires that the four plates be turned into a folded plate and then a conical folded plate be created based on the yellow polyline and circle provided.

Add Plates to Platform joints to the training structure. They are located at the bottom of the palette. These features work in the same way as the UCS versions, but the direction of the cut is always perpendicular to the surface of the plate. As with beams, you might need to cut holes or shapes into plates.

This is done using Plate Features. Contour features create cut outs of a closed shape anywhere on your plate. In each case, the contour shape is drawn in the current UCS. Therefore, you always need to ensure that the UCS is set correctly first usually on top of your plate. Rectangular Contour, Centre, UCS It enables you to cut a rectangular shape through a plate based on reference point for the position.

The Contour Processing Properties dialog box opens. Rectangular Contour, 2 Points, UCS It enables you to create a rectangular cut out in a plate using two points to define its position and size. A rectangular cut out is created in the plate between the two selected points and the Contour Processing Properties dialog box opens.

Circular Contour, Centre, UCS It enables you to place a circular cut out in a plate using one reference point for the position. A circular cut out is created at a default size and centered on the selected point. Circular Contour, 2 Points, UCS Creates a circular cut out in a plate using a center point and radius to control its position and size. A circular cut out is created at the specified position and size and the Contour Processing Properties dialog box opens. The arc is tangential to the last segment.

A cut out of the specified shape is created and the Contour Processing Properties dialog box opens. Alternatively, you can draw the required shape as a polyline before using this command. At the Please specify start point or select [Polyline s ] prompt, enter P for the Polyline option and select the polyline. Your predefined shape is cut out of the plate. Element Contour It makes a cut through a plate around a section.

The cut is created matching the shape of the selected section and the Contour Processing Properties dialog box opens. Set the size of the cut out. This distance measures from the green shape. If the UCS is not parallel to the surface of the plate, or if using Element Contour and the section is not perpendicular to the surface of the plate, the shape is not square to the plate.

The cut is still the defined shape and avoids a clash with the other members. However, for manufacture it is easier to have the edges of the cut perpendicular to the plate surface, so the Straight Cut option is intended to be used in this situation. Cut the Duct around the blue beam in the Feature Practice drawing. At the end of the ducting in Feature Practice file, cut a contour around the blue beam with a 5mm clearance. These features work in the same way as those above, but the direction of the cut is always perpendicular to the surface of the plate.

Figure Plate Features The UCS position is not important. Corner Cut Cuts a corner from your plate by selecting near the corner that you want to cut. Please select the plate near the corner for the fillet creation: Select the plate that you want to cut near the corner of the required chamfer. The cut is placed at a default size and the Edge Processing Properties dialog box opens. Set the required size for the chamfer or type of the fillet.

The distances are measured from the corner along the edge of the plate. Convex: Rounds off the corner of a plate with a convex curve external fillet. Concave: Rounds off the corner of a plate with a concave curve internal fillet. Please identify object: Select the plate edge that you want to remove. A chamfer is placed along the edge and the Weld Preparation — Bevel Properties dialog box opens.

Enter the required angle and leg length s for the chamfer or select the fillet type. Note that Weld preparations are not usually displayed on the model in shaded views. If you want to display them you must set the Display Type of the plate to Exact with Weld Preparations. Split Plate by Two Points It cuts a plate into two pieces with a straight cut between two defined points.

Split plate by 2 The plate is immediately divided into two pieces with the specified cut. Split plate at lines. The plate is immediately cut into two pieces along the selected line s. Merge Plates. The plates immediately become one single plate. Note that each plate must share at least one edge with one of the other selected plates. The type of object that is currently placed depends on the setting of the switch. The icon next to the switch indicates which mode is active. It is recommended that you ensure that the UCS XY plane is on the surface of the objects that you want to join before using these commands.

When a bolt pattern is created, the holes to be used by the bolts are created automatically. Rectangle, 2 Points Places a rectangular pattern of bolts based on two points that define the position and spacing. A pattern of bolts is placed and the Bolts Properties dialog box opens. Rectangle, Centre Point Places a rectangular pattern of bolts based on a center point to define the position and spacing.

Circular, Centre Point Places a circular pattern of bolts based on a center and radius. A circular pattern of bolts is placed and the Bolt Properties dialog box opens. This can be corrected using this command. Shift The bolts immediately move to the correct flange.

For RHS sections this can mean that the bolt heads or nuts can be in inaccessible places. Clear the option to have the bolt go through the section so that the Head or Nut are easily accessible on the outside of the section. If you want to place a single bolt in the middle of an area, but there is no center point to snap to, use Rectangle, 2 Points instead.

Select the corners of the area in which you want to place the bolt and set the Number X and Number Y values to 1. One bolt is added to the middle of the area. For threaded holes, a hole tolerance of zero must be set to ensure that the correct thread is displayed on the drawings.

However, a zero clearance hole displays as a clash during Collision Checks. You have to recognize and ignore these clashes. Distance tab: Only used for rectangular patterns. You would not normally want to change the Total sizes, but can use the other values to create the required bolt pattern in the specified area.

Set the Radius and Number of Bolts. The selected part is highlighted in red in the model. Set these other options to suit your needs. When using a Base Plate type joint, Anchors are placed automatically instead of bolts. You can place anchors directly as with bolt groups: If you have bolts or welds that do not connect to anything in your model, they can be located when you do a Technical Check. The range of Anchors includes hooked anchors of various shapes.

To control the direction in which the hook is added you can edit the Anchor group and change the setting in the Orientation tab.

Welds are identified in the model by pink crosses. They are only displayed in the 2D Wire Frame visual style. The selected point is used in the drawings to locate the weld note. A weld is placed and the Weld Properties dialog box opens. Set to None if a lower weld is not required. Add Connection Objects It adds additional objects to a connection.

If the connection is a bolt group the grip is adjusted to include the new object s. The connection is immediately adjusted to suit. Remove Connection Objects Removes selected objects from a connection.

If the connection is a bolt group the grip is adjusted accordingly. Add Bolts and Welds to the top joints of columns C4 and D4.

However, while the situation might be uncommon in the industry, you might want to use that configuration many times. To do so you can create a Custom Connection to suit your needs. For example, a conservatory manufacturer wants to have concealed connections between members and designs a special joint for this purpose.

Therefore, they create a Custom Connection. You can also use a Custom Connection when you have a common arrangement of several beams and joints that are often repeated, such as the bottom of a hip rafter. Different people have different solutions for connecting the bottom of the hip rafter.

One variation would be to create a cross beam at an angle, add a simple connection on either end of the cross beam, and then add a simple connection between the hip rafter and the cross beam. The entire arrangement of cross beam and three joints could be created as a custom connection so that it is quick and easy to place in future. In this example you can go from this… Figure Custom Connections … to this in one move.

Figure In this example the red members are part of the Custom Connection, which has a blue joint box rather than a gray one. This can include other joints from the Connection Vault if your custom joint is a combination of common elements. When modeling your sample joint, do so in a separate file rather than in the actual project model.

This file becomes a library file for custom connections. Ensure that you use good modeling practices, such as ensuring that system lines meet and assigning model roles to all of the parts. Do not number the parts unless you want the part to have the same number when it is used, regardless of the model content. These are similar to micro-joints. Each one only creates one or two simple objects, but those objects have some simple intelligence, such as automatically putting a plate on both flanges of a beam.

In this example, you might model a plate manually on each flange, setting the size and position of the plates. However, when these plates are included in a Custom Connection, the position and size of these plates is fixed relative to the joint. If the beam in one use was a different size to another use, the plates would be in the wrong place at least once.

In this example, you would select the Plate Along Beam Flange brick. It places one or two plates on the flanges of a beam at the selected end. The plate size and position is controlled in the Properties dialog box and the gap between the plates is self-adjusting to the two flanges of the beam. Figure Autodesk Advance Steel Essentials — Metric When this is used in a Custom Connection and placed on beams of different sizes the two plates are always placed correctly on the flanges of each beam. The range of Building Bricks available is going to be expanded in future releases of the software.

Figure Custom Connections Ensure that all of the features and joint boxes related to the objects in your joint are displayed. Select the appropriate definition method for future joint placement. Each prompt starts with Select. A blue joint box should display around the sample joint.

In the Connection Template Explorer, select the required library file and joint and then click the OK button. It only displays the files in the path. The prompts were defined when you created the template.

The joint is placed. In the limits of the joint definition and the parts it contains, the joint works in any orientation and updates according to the members on it has been placed. Figure If you select this option you can use most of the editing functions on any part in the joint. For example, you can move the cross beam up Custom Connections or down in the Hip Rafter joint example.

You can also access the Joint Properties for any Building Bricks or full Joints that are included in the User Template and edit the properties as required, such as changing the bolt spacing. If the Allow object modification option is not selected you cannot edit anything inside the joint. If you select the blue joint box or any part in the custom joint and select Custom Connection Properties, the User Template dialog box opens, enabling you to toggle Allow object modification on or off.

After placing your first User Connection you can use the Joint Copy and Joint Group commands as required, to work efficiently when placing the joint in multiple locations. The following example shows the same joint in four locations covering different beam sizes and with different stiffener dimensions in one position.

This command can be used to create bracing in a specific area. It has the option of creating many common configurations, such as crossed, single angle, or multiple pitch from any sections.

Ensure that X is horizontal and Y is vertical. The default bracing is created and the Bracing Properties dialog box opens. Select whether to split in one or the other direction or both into two lengths.

Geometry tab o Number of fields: Set the number of sets of bracing that you want to have within the selected area. This is used to make the bracing miss a beam at the top or bottom of your area. In all cases ensure that the UCS is set with Z vertical. You can use the WCS for all stairs. Straight Stair It creates a straight flight of stairs with an optional landing at thetop and bottom.

This is defined using two points at either end ofthe flight of stairs the angled portion, not the landings. Enter 0 for left, 1 for middle, or 2 for right. A flight of stairs is modeled and the Straight Stair Properties dialog box opens. Some of the stair treads have a fixed width so the width of the stair might be fixed until you change the tread type. If you change the width or height, the bottom point that you have selected remains fixed and the stair adjusts about it.

Size Front and Back: Select the section from which you want the stringer to be created. On installation, the target is Clear the option if you want to override the default Rise and Going values. Types 1 to 4 are made of grating or wood and can have a fixed shape and size, depending on the selected manufacturer.

Types 5 to 21 are folded plates and you can define almost any dimension for them. Types 22 to 24 are custom user-defined treads and are outside the scope of this training guide. Model one flight and only turn on the front or rear landing stringer depending on direction of the stair case top and bottom. Then use Transform Elements to copy the flight up and rotate the flights into the required positions. The landing stringers can then be joined by a few extra beams and cover plates to complete the stair case.

The exact options vary depending on the tread type. These tabs work as they do for Step — General, but only apply to the top tread. These tabs work the same as for Step — General, but only apply to the bottom tread. Create Lat Tread activates a tread at the landing level and the Step — Top group of tabs. As with any macro you can store your preferred settings in the Table so you do not have to input the settings each time. Saddle Stair It creates a flight of stairs with the stringers below the steps rather than at the side.

It is based on four input points. A flight of stairs is created and the Saddle Stair Properties dialog box opens. As with any macro, you can store your preferred settings in the Table so you do not have to input the settings each time.

Spiral Stair This command models a complete spiral or helical stair based on a center point, height, direction, and radius. Enter F for first or bottom tread and L for top or last tread.

The angle of the fixed tread does not change. The angle of the other treads and total flight are calculated based on the parameters in the Properties dialog box. A spiral stair is created as specified and the Spiral Stair Properties dialog box opens. The spiral stair always includes a handrail on the outside edge.

The inner radius is disabled if you have a center post, so you must toggle it off first to enable this setting. If not selected an inside stringer is modeled from a twisted section.

See Handrails for more information. Stair Joints There are two special joints in the connection vault for stair footings. These are used normally, but have different options to a normal base plate joint, which are appropriate to the bottom of stringers. Create the stairs in the training structure. Model the stairs in the training structure according to the drawings and apply the appropriate joints at the top and bottom of the stringers.

The rail must be placed on existing sections in your model. The railing does not have to cover the full length of the selected sections. Railings can be created on slopes such as stair stringers or horizontal beams. They can be straight or curved and go around corners. They do not have to be exactly end to end, but must make a sensible and obvious path for the rail to follow. If so, enter Yes and select a nosing point. Otherwise, enter No. Hand- The default railing is created along the specified path and the Railing Properties dialog box opens.

If cleared, a fixed number of posts are created at the resulting spacing. If cleared, the entire length of the rail is used to calculate the spacing and quantity of posts, even if the space goes around a corner.

If this would cause a clash e. Enter a negative value to make the rail shorter. If using a tube for the top rail, the distance is measured to the center line of the tube. If using another section, the distance is measured to the top of the section. You can also select to end at the last rail post. If there is only one middle rail, the balusters go to the top handrail. You can select whether to have a rail at all on the horizontal or sloping sections of the rail.

Any railing created with the macro is constructed as a set of fabricated assemblies, one per each beam selected. The top rail is one length per assembly, regardless of how long that is. As with any macro, you can store your preferred settings in the Table to you do not have to input the settings each time.

If the table has an entry for the section size that is selected when placing the rail, it automatically selects that specification of railing. When selecting end points for the railing, special grips are placed at these points.

Alternatively, you can adjust the overall length of your railing by moving these grips. The rails are adjusted and the Handrails Joint Properties dialog box opens. If you select Elbow, the inserted curved piece of beam matches the section of the first piece of rail. Add all of the railings to the training structure. Add all of the railings to the training structure according to the drawings.

Select the appropriate parameters that match the drawings where specified or shown. Try to ensure that all of the joints are smooth and avoid clashes in all of the locations. A ladder is created and the Cage Ladder Properties dialog box opens. If these points are on a wall or in line with beams in your structure you need to move the Structural Elements ladder away and create connections to the supporting objects.

Use the settings on this tab to do so. The Wall distance option moves the ladder away from the selected points. Select the type and properties on this tab. If selected the cage stops at the exit height and enables you to use separate settings for an exit cage. You can also select a cage that has exits on the side of the ladder, rather than in front of the climber. At this time the top cage can only exist if the ladder exit is set to Straight.

As with any macro, you can store your preferred settings in the table so that you do not have to input the settings each time. Add a cage ladder to the training structure. Create the cage ladder in the training structure as shown in the drawings. Select your own properties where they are not defined in the drawings. Similar standard panels can also be used for decking.

These panels are often complex shapes and must be placed at fixed pitches. Define Cladding Area The first stage of the cladding process is to define the area to clad.

This area can be any shape, but must be in a single plane. If you enter Yes, the panel length splits at the supporting beams. Define A Cladding Area Object is created that matches the polyline.

Always delete the selected object. If you do not do so, a Cladding Area Object and a Polyline are created on top of each other making it difficult to select the correct item later. Define Cladding Opening If you want to have openings in your cladding you must define them as the second stage of the process.

Note that this shape must be in the same plane as the cladding area. DO NOT select the polyline for your opening. A Cladding Opening Object is created that matches the polyline. Always delete the selected objects or you create an opening area object that is on top of the polyline. Create Claddings The third and final stage is to create the cladding in the defined areas. The cladding panels are created and the Cladding Properties dialog box opens.

The orientation and finish properties can also be set. The last panel width is reduced accordingly to fit the area. If set to Level according to slope the panel lengths vary to fit the shape of the area. If set to Sloping Cuts the panels are cut at an angle this is always a straight cut to best fit the defined area.

Therefore, it is not unusual for the cladding area to be drawn on top of existing beams. In these situations, various tools are available to help you when drawing and selecting such objects.

With 3D snaps active, the Osnaps work as normal. In 2D Osnap mode, when you hover the cursor over an Osnap point, an additional symbol displays in line with the point but on the current XY plane i. When you select an Osnap in this mode the point is located on the XY plane. Cycle Select After drawing the polyline it might be hard to select it when it is on top of other objects. You can turn layers off to make this process easier. If you want to toggle it on, click Customization to expand the menu in the Status Bar and select Selection Cycling.

Figure Structural Elements Project Explorer — Model Views If you are still having trouble displaying the required objects clearly, you might want to limit what is on screen to just the relevant objects in the required area. You can do so using Model Views. When active, a Model View hides everything but the selected area. When turned off everything is displayed. The Project Explorer is a tool that manages Model Views and other objects. Figure A new panel opens, usually on the left of the screen.

The Create Level dialog box opens. Figure o Click the OK button. Select the arrow that is pointing in the direction that you want to use for your view and accept. The view is added to the Model Views list in Project Explorer. Levels are activated immediately but other Model Views are not.

Click the Light Bulb icon again to toggle it off and everything should be displayed. Figure To ensure that no other settings are hiding objects and that the entire structure is displayed, click Show All Elements. Figure You can close Project Explorer by clicking the small X in the top right corner of the panel. Add some decking to the mezzanine level in the training structure.

Use the Project Explorer to create a Level at the mezzanine floor level Create a cladding on the mezzanine with an opening around the tank. Select your own parameters. Many structures are a mixture of concrete and steel. Most steel structures are placed on concrete foundations. Although it is not normally your responsibility to design the concrete items it can be useful to display the basic shapes to make the models and drawings more complete.

Figure They all work in the same way as steel beams and plates with the following exceptions. Instead, you select the size field and enter the required dimensions.

When you hover the cursor over the size field, a formula is displayed, indicating how to enter the dimensions relative to the preview in the field. By default, all of the concrete dimensions are in centimeters.

For example, for Square Hollow the formula is C b s r1 r2. Therefore, you could enter C60 10 10 20 for a mm square beam with mm thick walls, a mm inside radius, and a mm outside radius.

Generally, if the finished shape is correct it does not matter to your design how the fitting is done. Properties for controlling this are located in the Automatic Fitter tab in the Advance Properties, but that is outside the scope of this training guide. Model the concrete foundations in the training structure.

Create Continuous and Isolated footings in the training structure, similar to those shown in the drawings. It would be useful to display these objects in the model so you can avoid clashes and to help in communication. Alternatively, you might sometimes want to include special proprietary parts in your structures. It might not be appropriate to model these items out of Advance Steel objects, but you can still include them in your model as Special Parts.

The WCS origin in this file should be placed in a useful location because it becomes the insertion point of the part. If you have already used the part in this model, you can select its name in the Block Name drop-down list. If you want to include the weight of the part in your model e. Welcome to the Advance Steel support and learning center, where you can find documentation, tutorials, videos, and troubleshooting resources.

To view all product offerings, software details, and pricing, visit Advance Steel overview. Learn about new features and enhancements in this release of the software. For more detailed information about using Advance Steel, please visit the product help. This is a brief introduction to working with Advance Steel, describing the basic objects and methodology.

Note: The examples presented in this guide are generic for worldwide use and do not conform to local or specific company standards.

 
 

Advance Steel – Essentials Metric – Training Guide – replace.me

 
 
Autodesk Advance Steel Tutorials. For Designing, Detailing and Documenting of Steel Structures and their connections. replace.me Type in numerical values into the manual entry boxes to move the object by the amount. proclamation Up And Running With Autodesk Advance Steel Volume 1 that Complimentary access to around minutes of videos of all tutorials in the.