## Monday, July 17, 2017

### Creating a Varying to Max Slope Subassembly in SAC

I recently worked on a project that had a very interesting design challenge. Even though a proposed profile had been designed, the left edge of the roadway lane should match existing grade unless the resulting cross slope was greater than 3% (or less than -3%).

I often use generic links and conditional subassemblies to tackle out of the ordinary design scenarios, but this one was a bit more challenging. It wasn't until a recent Civil Immersion post by Alan Gilbert named Finish Strong Friday: Solving for Unknowns with Subassembly Composer that I thought of this solution in Subassembly Composer.

I wouldn't tackle anything in Subassembly Composer without talking first the Queen of SAC, Kati Mercier. She confirmed that my idea would work and thankfully provided a few tips to get me going.

Let's get this party started!

Open Subassembly Composer and save the new subassembly as MaxSlopeLeftEOP.

Assign the Subassembly Name in the Packet Settings tab then save again. [You can add a description, help file, and image on this tab as well.]

On the Input/Output Parameters tab, create parameters with the values shown in the image. Set the Type before entering the Name of the parameter. [The PavementThickness parameter is used in the final version of the subassembly, but not a requirement at this point in the workflow.]

On the Target Parameters tab, create parameters with the values shown in the image. Set the Type before entering the Name of the parameter.[The EOPOffsetRight parameter is used in the final version of the subassembly, but not a requirement at this point in the workflow.]

Now that the parameters are all setup, you can begin building the geometry of the subassembly. First up is the start point. Note that I've included "CL" and "Crown" as Point Codes and set the Point Geometry Type to Delta X and Delta Y for this point.

Next we need to get the surface elevation at the left edge of the lane. Since this point will strictly be used for calculations, place an auxiliary point. This point will not be visible in the subassembly when it's used in a corridor. For this point, the geometry type will be set to Delta X on Surface. Use the LaneWidth input parameter as well as the TargetSurfaceLeft and EOPoffsetLeft target parameters to determine the horizontal and vertical position of this point. Make sure to uncheck the Add Link to From Point box on this point because we will add an auxiliary link instead of a regular geometry link in the next step.

Add an auxiliary link. Similar to an auxiliary point, this link will not be visible in the subassembly when it's used in a corridor. This link will be used strictly for calculating the potential slope of the lane.

Next we need to determine what the slope of the lane should be based on the initial calculated slope compared with the MaxCrossSlope input parameter. To do this, we'll create a variable to carry that value to the link that we later add to this subassembly. The variable type will be double. Although the initial value is not important, I prefer to assign it to the slope of the auxiliary link from the previous step as shown .

Now comes the tricky part: determining whether to use the calculated slope of the auxiliary link or to use the MaxCrossSlope from the input parameter. There are several ways to get this answer and I'm only showing one of them.

Begin by determining whether the slope of the auxiliary link (AL1) is greater than or equal to 0. Use a decision component to ask this question. It helps to label the True and False conditions when working with decision components.

The next step is to complete the Positive Slope side of this decision component. Now that we've determined the AL1 slope is positive, we need to determine if it's greater than the MaxCrossSlope input parameter. To do this we use another decision component.

All that's left to do for this decision component is set the variable value to the correct slope on each side. When you add the first Set Variable component to the left side of the decision component, it will typically default to the True (Max Slope) side.

When you add the second Set Variable component, it will be connected to the previous Set Variable Component. You will need to drag the connection point of the gray link to the False side of the second Decision component then set the variable value to AL1.slope.

Now that both results for this decision component have been assigned, we return to the first decision component to complete the false (negative value) side of that decision component. As we did on the other side of this decision component, we will begin with an additional decision component. This time we will test for the slope being less than the negative MaxCrossSlope input parameter. Don't forget to modify the connection points of the decision component gray link to match the image.

Assign the LaneSlopLeft variable on the true side of this Decision component. The difference on this side is that you'll use the negative MaxCrossSlope.

For the False side of the Decision component, use the AL1.slope value again.

Now that we have the LaneSlopeLeft variable determined, we need to add the rest of the components for this subassembly. Begin by adding another point with Type set to Slope and Delta X. The slope should be set to the LaneSlopeLeft variable and the width to EOPoffsetLeft. Add links to all four Set Variable statements then check the Add Link to From Point box in the P3 component. Don't forget to add point and line codes if needed for your design.

The subassembly works like this when the target surface is adjusted above and below the MaxCrossSlope threshold. I also show how the EOPoffset Left target affects the lane width.

From here you can add more points, links, and even shapes. Assign the slope of the right lane to be the negative value of LaneSlopeLeft (-LaneSlopeLeft) to get the following result.

In case you're wondering, Subassembly Composer is not version specific. I created this custom subassembly in version 2018 and imported the pkt file into Civil 3D 2016 for testing.

Even if this scenario doesn't match your design needs, hopefully it will spark an idea for you to spend some time creating custom subassemblies in Subassembly Composer just like Alan Gilbert's video did for me. Also be sure to subscribe to the Civil Immersion feed to see Tips for Tuesday, Finish Strong Friday, and other useful posts by Alan Gilbert, Jeff Bartels, and Jerry Bartels.

You can find more infrastructure related content at Infrastructure Reimagined. Get inspired today!

## Friday, April 15, 2016

### Are SHX Font Comments in PDFs a Problem for You?

That means the popularity of vector PDFs will continue to grow. With or without layers, the ability to convert a PDF into CAD objects to edit and republish is a very useful process, but what if you open the PDF and move your cursor around the screen and see SHX text in comments like this?

If you want your SHX text to be converted to a comment in the PDF and you are using AutoCAD 2016, then you're in luck. If you don't want those comments created by default, just install AutoCAD 2016 Service Pack 1 and set the EPDFSHX system variable to 0 then publish to PDF.

There's an Autodesk Knowledge Network page describing the resolution to this issue.

Drawing text appears as Comments in a PDF created by AutoCAD 2016

Note that the setting should be 0 before you publish to PDF.

## Tuesday, March 29, 2016

### Updated Version of Screencast is Available

There is an updated version of the Autodesk Screencast. It was posted on March 29, 2016. You can download either the Windows or Mac version here.

If you have not yet tried the Autodesk Screencast recording software, you should download your free copy today. Autodesk Screencast records basic audio and video in almost any application as well as keystrokes and mouse clicks used during recordings in Autodesk products such as AutoCAD.

The Autodesk Screencast software also allows you to make some edits to the timeline such as removing a selected portion of the recording.

Once you've recorded and made adjustments to the timeline, you can post the recording on the Autodesk Knowledge Network.

The recordings you upload can be marked as private, public, or unlisted.

Read more about Autodesk Screencast here then search for other useful tips posted there as well. You can even subscribe to a user's Screencast account to get notified each time a new video or AKN is posted by that user.

In case you haven't heard, AutoCAD 2017 is now available for download. Many websites are now posting the new features you'll find in this version. There's even a feature list comparing the last few versions of AutoCAD for you to review.

In case you want to learn about the new features in AutoCAD 2017, begin with the (1) Learn portion of the Start Tab. There's a (2) What's New video showing the latest and greatest new features in AutoCAD 2017. The (3) Getting Started Videos can help show you around the interface and help you start using the software. The (4) Learning Tips are useful for many disciplines and the right and left arrow buttons can be used to access additional tips. Finally there's an (5) Online Resources section with links to additional learning resources, such as The Hitchhiker's Guide to AutoCAD Basics.

You can also access Learning Videos in the Autodesk Desktop App.

If you initially decided not to migrate/import your settings from your previous version of AutoCAD, you can later access this newly updated feature using the Migrate From a Previous Release command in the Start Menu. You will need to close AutoCAD 2017 to run this command.

The new Migrate Custom Settings dialog is more user friendly than previous versions.

Centerlines and centermarks are new features for AutoCAD 2017 as well. They are dynamic, which means they move with the source objects as shown in this video.

There are more new features such as improved PDF import support and graphics enhancements including making arcs look like arcs instead of segmented arcs even during a move command. For now, though, I want to discuss one of my favorite improvements in AutoCAD 2017. You might not even notice it until I describe it to you.

In previous versions of AutoCAD, when you click the New Folder icon, you had to then select the folder and right click or select the folder twice, slowly, to edit the folder name.

In AutoCAD 2017, the folder name is highlighted by default upon creation. That means you can start typing a folder name immediately after clicking the New Folder icon.

Yes this is how it works in Windows Explorer, but now it works the same way in AutoCAD 2017.

## Monday, March 28, 2016

### Point to Point Inverse in Civil 3D

I find that map commands in Civil 3D can be very useful for both land surveyors and civil engineering technical staff. The problem seems to be that many users don't know about these very useful commands.

Here's a question than I'm often asked by land surveyors:
Is there a point to point inverse in Civil 3D?

The answer to this question is YES!
CGSLIST + the 'PN transparent command.

### CGSLIST

CGSLIST is located on the Analyze ribbon tab in the Inquiry panel.

### BEFORE YOU BEGIN

The help information for this command doesn't mention vertical difference, but that information is included in the output for this command.

This command uses the settings for Angle, Distance, and Direction that are stored in the Ambient Settings of the current drawing. If you want the course (bearing) to be in N90°00'00"E format, open the Drawing Settings dialog, choose the Ambient Settings tab, change the Direction > Format setting to DD°MM'SS" and press OK. You can also change the precision for coordinates, distances, and more.

You should also expand the command line so that you can see at least five lines of the command line history.

My example begins with a drawing that contains two points that are exactly 10 feet apart horizontally and 5 feet apart vertically. This allows me to confirm the horizontal and vertical results of the command.

### Using the CGSLIST Command

1. After selecting the Analyze ribbon tab, locate the Inquiry panel and click on the List Slope (CGSLIST) icon.

2. When prompted, type P and press enter to use the Points selection option. Selecting the Points option here only notifies the command that you want to select coordinate points, not Civil 3D cogo points, for the input data type.
3.

NOTE: The command line shows that _AeccCgSList is the command running. You can also access this command by typing CGSLIST at the command line and pressing enter. If you are using Map 3D, use MAPCGSLIST. All three commands work in Civil 3D version 2015 or later.

4. When prompted to select a starting point, type 'PN and press enter. This will tell the command that you will be entering Civil 3D cogo point numbers instead of selecting coordinate points by clicking on the screen.

5. When prompted to enter a point number, enter the starting cogo point number then press enter.

6. The coordinates of the cogo point will appear in the command line history. Now enter the next cogo point number for the ending point then press enter.

7. This command reports horizontal distance and elevation difference. It also reports the point elevations along with the grade and slope between the points. Notice that the distance shown is a horizontal distance, not a slope distance which is the result reported when using the DISTANCE or MEASUREGEOM command.

Now...
Don't be fooled!

Even though the command shows that the 'PN transparent command is still running, the CGSLIST command has reverted to the original Select object or [Points] prompt. At this point you'll need to press ESC to exit the 'PN transparent command, type P then enter to return to the Points selection, and finally type 'PN and press enter to return to the 'PN transparent command.

If you want a command that repeats with the 'PN transparent command, record a macro. If you're interested in a follow-up blog describing how to create and use that macro, please let me know in the comments section of this posting.