Revit – Black holes on Level Four, the Vortex of Doom, Thinking like Revit, and Best Practices.

Revit – Black holes on Level Four, the Vortex of Doom, Thinking like Revit, and Best Practices.

A designer asked for help this week with a project where they were having difficulty creating shafts on certain levels. On some levels there was no issue, on other levels she was unable to create a shaft to save her life.  This was her question:

“Good morning! One of my revit models is giving me trouble when creating a shaft. When I choose to create a new shaft it immediately gives me an error that the top of the opening is lower than the bottom of the opening. It does not allow me to adjust the heights, and I am unable to place a new shaft. I’ve audited but cannot figure this one out…”

When I jumped into their model, activated one of the problem levels and launched the shaft tool, I was greeted with this dialog box just as she described it:

Invalid shaft settings
Invalid shaft settings

Clicking Delete Element(s) gave me another cryptic message about not being able to delete the element I am unable to create in the first place.

Can't delete currently active element while in sketch mode
Can’t delete currently active element while in sketch mode

Of course hitting the Cancel button will allow me to exit the sketch mode based shaft command, leaving me right where I started with no shaft!…. It seems my designer has spawned a black hole and now I’ve been swept into the vortex with her! So I try again and this time pay attention to the property palette.

Its a black hole or an inside out shaft...
Its a black hole or an inside out shaft…

Notice the level based constraints on the shaft and the resulting Unconnected Height. Seeing this, I switch to another level and try creating a shaft and viola no error message, I seem to be able to create the shaft with no problem. So it appears the black hole only exists on the fourth floor.

Remove the top constraint association - first!
Remove the top constraint association – first!

So I cancel the command and see if I can create a shaft on the offending level four again…much to my chagrin, I still cannot create it, but at least I’m not past the event horizon so I cancel the command again. My next thought is it is a problem with an existing shaft and prepare to find the offending shafts and remove them. But wait, before I go down that rabbit hole, let me think about how Revit works! I know that Revit is always trying to help me by remembering the values I previously used for different commands… so maybe all I have to do is successfully create a shaft that is not tied to an upper constraint.  As shown in the image above, with a floor to floor height of 20′-6″ (intermediate level not shown), a base offset of 15′-0″ the result is a shaft of 5′-6″, which is valid.  Then it occurs to me, perhaps I shouldn’t have canceled out of the command after all! Since canceling didn’t store the value in the properties palette, I go ahead and try creating a shaft again on the level without the black hole, this time setting the upper constraint to “Unconnected” and clicking the green check mark to successfully complete the process.

Click to finish the sketch and create the shaft
Click to finish the sketch and create the shaft

Completing the process results in new shaft tool defaults, so when I launch the tool on another level, the properties of the shaft tool will default with the base constraint of that current level, but no upper constraint. My theory is that the tool will not error out.
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Unconnect the top constraint
Unconnect the top constraint

I try on another level and have success. I try on the offending level and have success.

Success!
Success!

Ding ding ding, winner winner, chicken dinner!

Once I’ve created a shaft I am able to then create a new one on any level I wish. So next time you’re faced with this vortex of doom, just find a level that works, or create a new level and create a shaft with no top constraint. Then you can delete it and resume creating shafts on levels you want to create them on.

The invalid default settings have been replaced.
The invalid default settings have been replaced.

P.S. I am sure that this problem originated as a result of nesting shafts within Model groups and copying them from level to level with “Upper Constraint” properties tied to levels.

Revit: Best Practice – Shaft Openings

So the best practices for today are:

  1. NEVER create elements with Upper constraints set to a level and then group and nest them and copy to other levels.
  2. ALWAYS remove the “Upper Constraint” for elements within Groups and set the upper constraint to “Unconnected” with an explicit height.
  3. Better yet, don’t include level constrained elements inside groups!

Revit: Rendering Tips and Tricks

Revit: Rendering Tips and Tricks

Revit’s rendering engine generates photo-realistic images from the building information model. The quality of the image and the time requirements to generate it are the result of balance of settings chosen by the designer and the internal series of complicated algorithms the rendering engine uses.  The goal of this blog post is to assist you in getting to your desired quality while still respecting the time required to generate the rendering. With that goal in mind, there are some things you can do to speed up the process, for instance:

  1. Maximize your Resources – When preparing to render in Revit, exit out of other applications, services, and processes that might compete for resources with Revit’s built in rendering engine: fbooprender.exe
    1. Turn off screen savers, web pages, other applications, and services that have launched by default like iTunes, adobe flash player update service, and other “helper” services that launch at system startup but only bleed off resources that could be utilized.
  2. Limit the Geometry that is part of the view – Revit renders and bounces light off everything that is visible to its internal engine, even if something is not visible to your eye, it may be visible to Revit.
    1. Change detail level to course or medium
    2. Turn off unnecessary categories using visual graphics
    3. Unload linked models that won’t impact the rendering.
    4. Hide worksets that don’t contribute to the rendering
    5. Physically limit geometry through the use of section boxes and/or camera clipping planes – remember each view in Revit has its own section box.  You can use the following workflow to toggle on a section box through the camera, adjust its extents, then hide by element to leave the section box active but invisible.
Limit Geometry
Hint: Watch your geometry in the Render viewport to ensure that geometry isn’t cut off in the process of adjusting the section box.
  1. If rendering artificial lights, use light groups to manage them

Note: that lights that are not within the view can still have a significant impact on the quality of the rendered image. Section boxes exclude lights that are clipped. When planned carefully and with forethought, the combined use of section boxes and light groups can greatly reduce the amount of time required to render an image

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  1. Choose wisely – The selection of materials, colors, light source shapes and other settings can greatly increase the time required to render images of similar quality.
    1. Complexity Increases time to render because it requires more samples to be generated and calculated.  Simplify your materials, geometry, and patterns to reduce render time.
    2. Quantity affects time to render.  Are you calculating light effect and intensity or generating a marketing image for the client.  Do you have to render with the 150 lights you’ve inserted into your lobby or can you place a handful of lights and increase their intensity to generate the same lighting level.  Less lights = faster render.
    3. Quality and Complexity of appearances affect render times. – Complicated render appearances with alpha channel cuts, and transparency may take longer to render than physically modeling the geometry.  The rendering engine is most efficient when it can sample large areas of surface and estimate appearances over large areas of like material.
      In general:
      i.      Smooth monochrome is faster than smooth patterned surface
      ii.      Simple surfaces are faster than detailed perforated surfaces
      iii.      Matte reflections are faster than blurred reflections
  1. Be judicious in choosing image size and resolution. – Are you rendering for a slide show or an E1 sized presentation board?
    1. Choose an image size that is reasonable and appropriate for the desired use
    2. Choose the image resolution wisely – Render time is multiplied when moving upwards from 75dpi by a factor of 2.7 times each increase. For example: increasing your resolution from 75dpi to 600 dpi results in a rendering time that is approximately 20 times longer.

Sample Rendering:

An optimized rendering
An optimized rendering

[Cross-posted from WBA blog]

Dynamo Barrel Vault Brace 06

Dynamo Barrel Vault Brace 06

We should be ready to start adding nodes and making connections now.  If you are just arriving at this blog for the first time, I’ve been doing a series of posts on Autodesk Dynamo.  You can catchup by clicking the links below, when you’re caught up we’ll proceed.

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Open the Adaptive Component Placement.rfa family

Launch Dynamo and click New to create a new dynamo graph or workspace.

When you’re working in Dynamo, its helpful to work backwards from what you want to build to what you need to drive it.  In this case, we want to place adaptive components along a series of points running along the top and bottom of our trusses.  So right off the bat, I know that I’ll need some node to place the adaptive component by points, and a way to select the curves containing the points.

Alright with those two elements in mind we’ll take advantage of the search tool.  If you remember from previous posts, the search tool is at the top of the library list along the left side of the dynamo main window.  Move your mouse there and begin typing “adaptive..”  Did you notice that the list was immediately filtered to only show you nodes that contained the word adaptive?  See if you can find the AdaptiveComponents.ByPoints node.

library_ac_node

 

Good, you found it, so let’s click it to have one added to our graph

It probably came in a little big, so click anywhere in the graph window and roll your mouse wheel to zoom out drag the node off to the left side of your graph window.  It usually places these new nodes at the center of the graph.  Remember this when your graph gets really complex.  This node will represent the “end condition” of our project.  As this node receives points from our graph, it will place the brace family aligning each ac point in the family with a point located on one of our curves. Notice the inputs (along the left of the node) and outputs (located along the right side), we have an input connector for points, an input connector for a familysymbol (think family type) and an output value of “AdaptiveComponent”.

node_Breakdown

Still working backward, let’s return to the search bar and enter “family types”.  Find the “Family Types” node under Revit -> Selection -> and click it to add one to the graph.  Did you notice that the library is not only filtering the options based on your search input, but is also providing a list of the “Top Results”.  Those guys at the factory sure make things easy for us don’t they!

With the family types node in our graph, let’s create a pipeline for our data from one node to the other. We do this by clicking first on output connector or port of the Family Types node and then click on the “familysymbol” input connector or port of the AdaptiveComponent.ByPoints node.  As seen in the graphic, the “data pipeline” is represented by a dashed line when the connection is incomplete and by a solid line when the connection has been made at both ends.  From now on, I’ll just say to connect “this port” to “that port” and you’ll know what I mean!

spaghetti

Did you know? – You can make disconnections too, by simply clicking again on port and then simply clicking on empty space.  We’ll connect and reconnect frequently as we work in dynamo.

Click on the display toggle (hollow or filled square at the lower right corner of the AdaptiveComponent.ByPoints node.  Notice that it displays “null”.  This is because we haven’t run our graph yet.  This will soon change, we’ll revisit this when we have made some other connections.

null

So, as I mentioned earlier, we frequently work backwards in Dynamo from the result to our initial step as we layout out the logic for our dynamo graph.  Looking at the AdaptiveComponent.ByPoints node, we see that there is another connection to be made.  The points port indicates that it wants to receive a list of points.   While we could just create a list of points, it would be better if we could pull the points from our truss chords.  We’ve already drawn the curve lines to represent the chords by tracing our dwg import, so let’s jump to the other end of the task and add some dynamo selection nodes to pick the curves we’ve already drawn.

Click the search tool and begin typing “Select” without the quotation marks.

FileMenu1

 

Find the tool Select Model elements and click on it in the library list area. This will add it to our workspace.  Notice that it has a yellowish background and the result indicator displays “Nothing selected.”  Don’t be alarmed, we’ll select something soon, and Dynamo will remember the selection for us by displaying the Element ID in text.  Yes, it is the same element id as Revit.

Since we will have four connection points per brace and because we are bracing between the top and bottom chords of two adjacent trusses, it goes without saying that we will need four “Select Model Element” nodes. You can click the library 3 more times or select the inserted node and copy to the clipboard and then paste 3 times.  Your choice, but sometimes it is faster to copy paste when your deep in a graph and don’t want to keep using the “search” area.

startup

Your workspace or graph should look something like the image above at this point.  Since we’ve been at this for a while, it is probably a good time to save our work.  Click the save icon on the Quikc Access Options bar and save your graph as “Dynamo_Barrel_Vault_Truss_AC_Placement.dyn” or whatever name you choose.

Note: It is always best to be descriptive when you are sharing with others or picking items from a list, which happens frequently in Revit.

Let’s Run our project and begin selecting our model splines.  Configure your screen so you can see both the dynamo editor and the Revit environment and while you’re at it, let’s select that dwg import and temporarily hide it in Revit to make our model element selection easier.

ReadyForSpaghetti

If your screen looks similar to the image above, click the the “Run” button and starting with the top “Select Model Element” node perform the following actions:

Click Select (inside the node)

Move your mouse into the Revit drawing window and select the bottom chord spline of the Left Truss .

Notice that the element id of the spline curve is indicated in the node display.

Working your way from bottom to top and left to right, make your selections of all the splines, one spline per select model element node.  Click Run, you should see the approximate curves displayed in the Dynamo Geometry window.  You can zoom to fit to see the results if you are zoomed in too far. Click the Geom toggle in the lower right corner of the graph window, then right click your mouse and choose rotate.  With your left mouse button depressed, move your mouse until you have a similar view of the dynamo geometry.  Hit CTRL + G to exit the geometry mode.

Selections

The select model Element nodes will pass the spline object as a curve to the next node we add.  Rather than collecting and passing each selection as a single element, lets build a list of the selections and pass the list.  We can do this by choosing the List.Create node from our library. You can find this node by searching or by clicking directly to it under “Core” -> “List” -> “Create” or by typing in the search box “core.” Then looking for create.  Did you know the dot operator worked in Dynamo to identify particular nodes within packages?  Now you do.

When the list.create node is displayed it has an index0 input and a list output port.  Click the plus sign (+) three more times to create an index port for each of your splines and connect them up.  It’s worth noting that arrays or list items in Dynamo always start with 0.  So the index item number will always be one less than the total number of items.

list of curves

Click Run to see the resulting list of curves get built using the display toggle.  Note that it indicates null before the Run button is clicked and a list of curve by points after Run is completed.

list of curves apres run

It is our goal to divide the curves into a series of points to feed into our AdaptiveComponent placement node, so we need to do some division.  Return to our friend the search box and type in divide.  Find the DividedPath.ByCurveAndDivisions and add it to the graph.  While we are there, lets add a query to identify the points created by the division.

division_points

Also pick Points under Query and then we’ll connect the graph so it looks like the image below. We’re almost done. Aren’t you excited?  Before you click run to see the results, lets add a node to allow us to enter the number of divisions.  We could do this with a number input node, but then we’d have to manually type in the value everytime we wanted to change it.  Much easier to type “slider” in the search box and add the “Integer Slider” node to our graph.  Connect it up to the divisions input port and set the value to a number between the min and max of the integer slider range.  (Click the circle icon to display the Min and Max value input fields.).

Okay, hit Run now and look at the results.

dividedpaths

Notice the points displayed along our graph geometry and the resulting lists in the display toggle of the DividedPath.Points node we added earlier..

Okay, so far so good, we’ve got the curves and we’re splitting them into equal divisions generating points along the way…now we need to marry up each lines index item with the rest of the curves.  In other words, the first points on each curve should be grouped together in an organized fashion.  We can do this with a transpose node.  It will take the output from a row and swap it with a column.  So rather than four lists of x number of points, now we’ll have x number of lists, each containing four points.  This is just what we need to place our bracing family.

Use search to locate the List.Transpose node and add it to the graph.  Connect the output of the DividedPath.Points node to the input “lists” port of the List.Transpose node and click run.  Compare the lists generated.

transpose

Now we are ready to connect our resulting points list, transposed from the original curve list, into our adaptive point placement.  Click on the Transpose.List output port and click on the points input port of the AdaptiveComponent.ByPoints node.

finalconn

If you toggled on the “Run Automatically, you should have the results by now.  Do they look like this image?

Completed_BracePlacement

Congratulations!  You are now a “Visual Programmer”!  Return here for the next post as we connect our material and radius size parameters to our brace family and control them with Dynamo too!

Grab a copy of the graph here

Dynamo_Barrel_Vault_Truss_AC_Placement_Finish

Dynamo Barrel Vault Brace 04

Today, we’ll make one more adaptive component family.  We’ll do this one by opening the central model and isolating the Barrel Vault Trusses…actually, we’ll isolate two of them since they are identical throughout the length of the space and our aim is to use dynamo to generate the braces used to stiffen the roof truss system.

If you are just joining this series, take a moment to view the previous 3 posts:

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If you didn’t do the homework from the last session, you can download the family created here:

4 Point AC Brace

Create the AC Family for Brace Placement:

  • Open the Central model and activate a 3D isometric view
  • Use the temporary isolate to isolate two  of the barrell vault trusses adjacent to each other

IsolatedTruss

  • Export the geometry to DWG format

Export

  • Keep the temporary mode active during the export

temporary

The above steps are useful to reuse Revit geometry from a project context when you intend to model a component in the family editor.  I’ve done the export for you, you’ll find the 3D cad file at this link.

3D CAD Truss

  • New Family – Generic Model Adaptive

NewFamily

  • Click the insert ribbon and choose import cad formats dwg and locate the halltec_main_truss drawing that you just downloaded.

ImportCAD

  • Bring it in using Origin to Origin
  • Toggle off the “Do Not Select Pinned Objects” control

SelectionPin

  • Select the Cad import and move it to the origin of the family.
  • Choose the snap point as the inside face of the truss and align with the Center Front/Back reference plane in your family.

movetoorigin

  • Pin the dwg file
  • Click the Center Front/Back reference plane, hold the CTRL key down while you drag a copy to align with the other inside face of the adjacent truss in a top down or plan view.

CopyRefPlane

  • Reselect the Center Front/Back Ref Plane to activate it as a work plane

Activate WorkPlane

  • Switch to the front elevation view
  • Add Reference planes as snap intersections for the splines you will draw

RefPlanesPickPoints

  • Click the Spline through points tool and draw a 3 pt spline using the intersection and midpoint snaps along the top chord of the truss while the Center Front/Back reference plane is the active workplane

SplineTrace

  • Repeat the sketch process for the bottom chord while the Center Front/Back reference plane is the active work plane.

drawchordsketch

  • Switch to the 3D view and window select the two splines and associated points.
  • Use the filter tool to eliminate any other elements you might select using the window method.

rcp

  • Once the splines and points are selected, copy them using the end points of the ref planes in a top down 3D view.
  • Your family should look similar to the image below.

chords complete

  • Open your 4 Point AC Brace family and load it into this placement family.
  • Save your family as Adaptive Component Placement.rfa

 

We’re finally ready for Dynamo. That’s all for this post. See you next time as we begin to create the Dynamo graph.

Flex Diagonal Brace

Dynamo Barrel Vault Brace 03

Welcome back, today’s post will complete the Barrel Vault Brace family.  If you’re just finding this post today, look at the previous posts to start at the beginning. If you’ve been following along and doing your homework, you should be ready to begin. The best way to learn is to do the work yourself, but if you ran into problems or just haven’t had the time, you can download the catchup file here.

Now that we’ve created the top and bottom chords, its time to add the diagonal bracing members. You did flex the family right? It’s important at each step, to be sure the pipe radius behaves and moves with the adaptive points. If you haven’t flexed it, please do. Did your pipes remain consistent from end to end? If you got a bulge anywhere in the pipe, you must not have constrained the profile shape to the ends. If your family is good, then its time to work on the diagonal bracing. Let’s make it easy on ourselves, select the two diagonal reference lines and isolate them temporarily.

IsolateLet’s get started!

  • Click the component tool and use the type selector to set the family and type to Circle_Profile_AC:BraceRadius
  • Hover over the adaptive point at the bottom left of the brace, tab until the end point option is selected and the working plane is perpendicular to diagonal reference line.

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diagonalEnd

  • Place the BraceRadius and while still selected, Add a family type parameter labeled BraceRadius and associate it to the BraceRadius radius parameter.

DiagonalParameter

Repeat this process at the other end of the diagonal reference line.

  • Change the value of the BraceRadius parameter in each type and flex it. Do the profile family circles get larger? Good.

endptandorientation FlexDiag

  • Create the form element by selecting the reference line and the two profile family insertions. Click Create form.
  • Now flex the resulting geometry. Does the brace form element behave? Good, add the remaining diagonal elements by repeating steps 3 ,4, & 5. Flex the family. Do both diagonal elements flex properly?
  • Click your temporary visibility tool (sunglasses) and Reset temporary hide/isolate visibility. Select each of your adaptive points and move them using the ucs gizmo. Do the form elements follow and flex properly?

FlexDiag2

  • Add a material property and assign it to diagonal brace form element.
  • Repeat this process for the other diagonal vector.
  • Flex your family again and ensure it behaves. Did you add different materials to your test types?

Final_Brace

Does your family look like the above image?  We’re almost ready for Dynamo.  See you next post, when we’ll create our insertion adaptive family and begin working in Dynamo.

Mid Selection Bottom Chord

Dynamo Barrel Vault Brace 02

In the previous post, we created our flexible AC profile family.  Today we will begin creating the brace family.  We will use the previous family in our work today, so if you didn’t create the family yet, go ahead and do it or just download mine.  Ready now? Let’s go.

Second Family: a GMA Bracing family with a nested GMA family containing a constrained adaptive point, a model line circle, and two types and an instance based radius parameter. Today we’ll create the constraints, subcategories, materials, and top and bottom chord. Don’t forget to save your family.

  • New Family – Generic Model Adaptive
  • Click Manage – > Object Styles and add two subcategories Generic Model in the family as shown below:
    • Horizontal Chord
    • Diagonal Brace

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SubCATs

  • Click OK to close the Object Styles Dialog box
  • In the drawing window, Select the Center (Front/Back) plane to activate the work plane
  • Click the reference point tool
  • Place 4 reference points on working plane two at ref level and two above ref level as shown in the image below

Brace4pts

  • Window select all four points and make them adaptive placement points as shown below

Brace4pts_makeAdaptive

  • Move them off the reference plane to get Revit to automatically connect to the AC point when drawing ref lines in the next step
  • Draw 4 reference lines two horizontally with end points on each adaptive point and two diagonally connecting each adaptive point. The shape should resemble an x with a top and bottom horizontal member but no vertical members. If you have issues getting the node to highlight, use the tab key and watch your status bar and the tool tip to make sure you are pre-selecting the correct element.

DrawingLines

  • Flex the adaptive points to make sure the reference lines remain connected as shown in the image below. They should with no problems, it’s why I chose reference lines.

Flexing Points

  • Load the Circle_Profile_AC.rfa family into the bracing family.
  • Click the Component tool and hover over the lower left adaptive point and watch the circle orient itself to the ref level, click tab until the vertical plane of the adaptive point highlights and the circle orients to vertical with the circle oriented to become a loft or extrusion along the length of the bottom horizontal model line.

PlacingProfiles

  • While the family is selected, use the type selector to ensure its type name is set to PipeRadius
  • Repeat this process at the opposite end of the same line and at both ends of the upper ref line as shown in the image below.

Horizontal Profiles Added

  • Add a Length parameter and label it PipeRadius, set its value to 4′-3”. Select the Circle_Profile_AC:PipeRadius type or filter and select your inserted profile shapes as shown in the image below

FilteredSelectProfiles

  • Associate the radius parameter to your new PipeRadius parameter.

AssociateParameter

  • Note: if you don’t see the Radius Dimension in the properties palette when the family is selected, its because the parameter in that nested family is a type. Open and change it to an instance based parameter. Hint: select the dimension and toggle instance on the options bar as shown in the image below.

instance property

  • Now reload into your brace family and choose the bottom option to update the parameters. Select the profile families as before and look at the properties palette. Can you associate now?
  • Flex your PipeRadius parameter – do the circles adjust accordingly? Good, well done.

Flex_Profiles

  • Tab select the reference line connecting the two profile circles at the bottom. Tab again if all the ref lines highlight until just the bottom horizontal line is selected, hold the control key down and tab select the Circle_Profile_AC families at each end of the reference line.

SelectionForm

  • With all three objects selected, choose “Create Form” from the ribbon to generate the pipe shape along the bottom of the bracing family.

SelectForm

  • Select the form as shown above and set the subcategory to “Horizontal Chord” in the properties palette.

subcatassign

  • While you have the form selected, why not associate a material parameter to the material property for the form element you just created?
  • Create two temporary types in your bracing family with different values for PipeRadius. Set each active to flex your new form element, does the form element flex properly? Does the pipe flex consistently along the length of the form? If you got a bulge in your form, then you probably didn’t get the profile associated with the plane of the adaptive point correctly. Fix it and flex again. Also select your adaptive points at each corner and move them using the UCS gizmo. Does your new form element adjust with them? If not, go back through the above steps until your family is behaving.
  • Repeat steps 9-21 to create the top pipe for the bracing family and flex it. This assumes that the bottom and top chords of the brace will have the same radius. If not, you can duplicate the Circle_Profile_AC type to size the bottom and top chords differently. You’ll need to add an additional set parameter node to the dynamo graph if you choose to do this.

I think that is enough for this post.  Save your family and come back next time to complete the diagonal bracing forms and get started with Dynamo.

Update to Chainlink Fence (Railing)

Update to Chainlink Fence (Railing)

I’ve updated the Chainlink as Railing example to utilize the latest railing styles and modified the construction to allow for displaying in a site view with x’s as the post.  I’ve also added a material that renders as chain link.  So now you get the easy creation method of the rail object, with surface patterns, render material, and you can control visibility in your site view to show as a traditional linework.  Since its a railing, it will also allow curves.Here is a site view of the “fence” in action:

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Here is an elevation view in realistic mode:

Here is an elevation “hidden line” view showing the surface pattern:

Here is a rendered view:

Here is how it is constructed.

Continuous Chain Link Fence_2014

 

Revit Buildchecker Version 9 for 2015 Products

I updated this tool last year, but didn’t upload it to the blog.

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 RBCv9
Sorry folks, here is a copy that works with products 2008 through 2015.

ACA: Automating workstation counts per squarefoot

ACA: Automating workstation counts per squarefoot

We have been successfully using ACA rooms to meet program needs for one of our primary clients. Their requirements are based on a specific square footage formula for determining how many workstations should exist within certain room types.  Recently they added additional room types beyond “Office” that also require workstation counts.  In addition to the increase in room types, they also increased the workstation counts per square foot.  On top of the those requirements, there is always a need in this business to override an automated value based on room geometry or other constraints, so the automation had to be flexible.  The current workflow for overriding the count involved deleting the default room tag and replacing it with an alternate tag containing an attribute. Because I had to revisit the formulas, I took an opportunity to streamline the workflow while adjusting the formulas.  I reduced the workflow for overrides from 12 clicks to 5 and eliminated the alternate room tag in the process.The original room tag had values being constructed via a formula, in a custom property set definition (psd) field called WS_Count.  It was set up to always display the rooms square foot value by reading the gross area field from the RoomObjects psd.  A relatively simple formula was used to check the space name and when “office” was in the name, the WS_Count value was concatenated to include a workstation count.  The tag looks like this in operation:

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As you can see from the image above using the same tag for both spaces results in a workstation count being displayed in office types and just the square footage for other type of rooms.  This is accomplished with some simple statements inside the object based psd.  Note the Space name is standardized and controlled by pulling from a list and is style based.  To create something similar, you could introduce the following function in a psd field.

The logic within the above sequence first checks to see if the list based style name contains the word “office” if it does not, it will skip all the down to the Else statement and simply return a string containing the “GrossArea” automatic property of the room object which is concatenated with a space and the letters “SF”.  If the space type contains the word “office”, then the value of the “GrossArea” automatic property is checked from smallest to largest using a “less than” comparison.
This tag was working well for this clients projects, but based on the previous mentioned changes, I introduced two new fields into the psd (WS_Override & WS_Detect) to eliminate the non coordinated overrides and to reduce the multi-view block count by 1. Because I wanted the value of the workstation count to always get calculated, I added a simple “less-than” function to calculate the count in the new property field titled: WS_Detect as shown below.

This function checks the string value from the property WS_Count to see if “WS” is found, meaning that the room type required a workstation count, and checks the new property WS_Override to see if its value is defaulted to 0 representing no override.  If both prove true, then the square footage is calculated based on the square footage program requirements set by the client using a similar “less-than” approach.  If either value is false then the manual integer based property value of WS_Override is used.

With the two new properties in place, anytime an override is needed because of space geometry, pilasters, or other obstructions that might require a deviation from the program, the designer simply places a positive value in the WS_Override property of the space. With the calculated value being tracked in a separate property, the original WS_Count property formula was modified as follows:

The original space type check was modified using the boolean “Or” to check for “Office” as well as the new space types that also get workstation counts.  If no workstation count is required, then the formula skips to the Else statement and simply presents the Square footage value as before.  If a workstation count is required, then the logic begins to check for a positive value in the WS_Override property.  When a positive value is found, the formula concatenates the square foot value with the workstation count from the WS_Override property.  If no override is in place, the original program based workstation count is used by concatenating the square foot value with the WS_Detect property.

The room tag multiview block was created using the following psd properties within an attributed block as shown below.  This block is used as a display block within the multi view block.

Client_SPACESTYLES:Client_DESIGN_TYPE
Client_SPACESTYLES:LENGTH x Client_SPACESTYLES:WIDTH
Client_ROOMOBJECTS:WS_COUNT

Note: in the above attributed block definition the middle line contains a simple text object with the letter “x” to allow the length and width size to be displayed.  I set the Length as right justified and the width to be left justified.  The first and third lines are middle center justified.

To give visual feedback to the designer as they are placing the spaces, I added a display theme to color the spaces based on workstation count.  I also added a room based schedule to display the workstation counts and provide a running total.  This schedule is set to automatically add new spaces and to search within blocks so that it is always up to date.  This setup is estimated to save approximately 10 – 15 minutes per project every time the plan is created or changed.  This is projected to save the company more than 80 man hours per year. It also eliminates counting errors and inaccuracies which may be introduced through human error.  The image below shows the original space layout on the left with the new display theme based layout and legend displayed on the right.

An image of the schedule that maintains tracking of Workstation Count is shown below.

The image below shows the settings used for the display theme.

Finally, the formula used in the Workstation Count Schedule is provided for reference.

The above formula checks the psd property WS_Count for the string “WS” indicating a workstation count is being calculated based on the space type.  If the formula doesn’t find the string then the workstation count is set to a value of zero. If it finds the string “WS”, then the value of the property WS_Override is checked. If it is greater than zero, its value is used directly, if not, then the value of WS_Count property is parsed using the split function.  The split is based on a space value and the third element of the resulting array is returned, which is the workstation count.

Let me know if this helps in your work. Here is a tip, you can cut and paste formulas like these shown in this blog post into the editor in ACA, but you’ll need to highlight any values found within square brackets and double click to replace the property set data using the interface. I frequently do this when working with a long formula.  I’ll copy it out of a working example into notepad, add the necessary logic, and then paste back into the formula editor. When you paste it back in, look for any bracketed properties that do not display the dark background.  You’ll need to replace those by highlighting them and then double clicking on the property from the object list below the code area. Use the sample results area as a check.

When the sample results area displays a proper sample value you are ready to use it.  Below you’ll see an example of the property formula editor in both working and non-working order.  Remember if you see the formula in the sample results area, you still have some replacements to make.

Revit Gazelle Model

Revit Gazelle Model

Recently I found myself planning a workout room in the basement of our house.  Rather than spend time moving heavy exercise equipment around, I thought I would create the missing pieces in Revit so I could optimize the layout of the space and provide the visualization of the space necessary.  The only piece I couldn’t seem to locate online was the Gazelle Edge exerciser shown in the image below:

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The image above is what I brought into Revit in combination with size information gleaned from the web which provided enough info to recreate the Edge. Here is a link to the model.

Remember to check with your doctor before beginning an exercise regimen. 8~)