I see that Nvidia has a video card that can crunch photoshop calculations instead of the CPU (the Quadro CX, $1999). Is this the only GPU that can render photoshop calculations? Video cards even from 2 years ago are quite advance.
View 4 RepliesI am trying to calculate the area of the attached file. Just the Blue section. Is there a faster way to calculate the area than using the "area" command, then going through and selecting each line, then each arc, over and over again? I also tried making a poliline that follows the entire pattern at the width I wanted, then using the "area" command for the "object" that is the poliline. This is faster, but does not give me the correct area. It says that the calculated area does not take into consideration the width of the poliline. The width of the poliline is very important in my application, and will sometimes be changed. Than a new area will be needed with the new width.
View 9 Replies View RelatedI have been dealing with a tolerance issue when trying to create room area calculations in Revit. There seems to be a tolerance that is set to somewhere under 9" if two walls are to close together it will ignore the area.
Although if you are using the area calculation this tolerance is set much finer. and it seems to work just fine. I have already tried to create a multicategory schedule but cant combine rooms and areas. I have attached an image .
Is it possible to draw a shape in Corel Draw and get the area from it? IE: Square Inches.
View 14 Replies View RelatedI am using autocad to find areas of a stream cross section such that when we take a water height measurement of the stream in the field, we can easily get the area from a spreadsheet since the cross section of the stream at any height will be known (once I get done in AutoCAD).
To further illustrate my needs, I have attached a picture. I need all the seperate areas between the red lines (the red lines are equally spaced vertically and have lengths that go end to end to the edges of the stream).
I have been hatching between the red lines and taking the areas of each hatched object. However, this is a slow and tedious process.
Hatching is not the issue because I can hatch multiple objects at once using the create seperate hatch option.
What I need is a way to list all the hatched object's areas into a text file so that I can easily copy and paste them into an excel file. Even if it is not a nice and neat list, I can atleast use a find for "area" to get them into a nice list a little faster.
Any routine or tool that simplifies calculating and labeling floor areas?
Currently, I draw a polyline around the desired area, list it to get the square footage and then create a text line and type in the square footage. This method takes multiple steps and is easy to mistype the area.
I would love a simple tool that would let you draw a polyline and automatically label it for you.
how to calculate the gross area of a portion of a building - it is about one-third of one floor of the entire building but is comprised of several rooms. I need this for both tenant area and for figuring the area of insulated floors for purposed of energy-code analysis.
Is there a way of just going about it the old AutoCAD way via a P-Line? I know there are no P-Lines in Revit, but is there an easy way of doing this?
I have my original surface I created with my point file and break lines. I created a new surface and was able to determine how to create my grading at a 3:1 slope that stopped at the surface I created from the point files. From there I went back to my Grading Groups and selected the Automatic Surface Creation.
From there I don’t know if I have to selected the Volume Base Surface and selected the surface I am grating from or if I can simply create a volume tin surface selecting the new surface and the original point surface for comparison. How do I make sure the Volume I am getting include the volume from the grading slope?
I am relatively new to AutoCAD LT and I am constructing floorplans and measuring the area in m2. My problem is that my areas are not adding up correctly. We are investigating possible future redesigning of units, and although the outer boundary of the building is the same, when I add up the individual units this total area does not add up correctly. While trying to figure out what was going on I traced one unit exactly on another layer and compared areas between the two identical polygons....and they have different areas!?!?!?
View 5 Replies View RelatedI can't seem to confirm the discharge table that hydraflow produces in hydraflow hydragraphs. I think I understand the equation itself (it's been a while since I took hydraulics), but can't understand where I'm making my error (if I am). Normally I trust the stage/discharge curve that hydraflow produces, but the City Engineer is asking me to confirm the values by hand and show them on the plans. Is there a link to an detention pond example that shows how a curve (the outflow values) was generated (confirms the discharge table at various elevations)? The equation is on page 85 of the users manual.
View 1 Replies View RelatedI have been asked to do volume calculations using Civil 3D for some concrete piles for a oil/survey company. I have done volume calculations for site and land development projects but nothing to do with concrete piles before. It also appears I am the only person with any Civil 3D back ground in the office. I did mention my experience with Civil 3D was limited but I was trying to expand it by looking for Civil 3D jobs and working through the 2012 Mastering AutoCAD Civil 3D book.
I am assuming doing volume calculations for concrete piles is quite different from doing volume calculations for grading plans. The company has been primary using AutoCAD Maps and doesn't have much set up for AutoCAD Civil 3D yet.
I built a containment dike using the grading functions in Autocad Civil 3D. I set up the feature lines at the top toes of the embankment and graded nicely down to the original dtm. I want to use user defined contour to get the interior storage from the original dtm up to a selected elevation within the containment dike. The containment dike forms an enclosed area. I know I could use infill and add a false bottom to the embankment surface (triangulation from bottom toe of embankment across to opposite embankment) but I want to check storage from original ground dtm.
Is there a workaround method to do this without creating infill? I know I need to get down to two surfaces to get a calculation.
I am using the calculation tab in the bolted connection generator. Is the maximal tangent force (Ft) the total force of plates in shear or per fastener? It appears to be the total force because changing the number of bolts changes the results.
I have been running different configurations due to a failure in a test cell and the numbers don’t seem correct. The calculation indicates that the fastener would fail at a much lower force than it actually is.
After starting my previous thread "What formula will work to achieve this result" I decided to post this new thread because I have changed my mind and will now be using the external Excel file that the "Extract Data" creates to do my calculations.
Here's what I would like to do: create a Macro [button] in Excel with the following conditions:
*
Sample of excel spreadsheet:
*
MANUF NoSUB No.DESCRIPTION** UNIT QUANTITY
A123494456TYPE A, XXXX XXX * * * * EA** * * * 45
A423520374YA1AM, XXXXXXXXXX * **EA** * * * 55
A148231375TYPE B, XXXXXXXXX * * * EA** * * * 33
A146151725A1AAM, XXXXXXXXXX * * EA** * * * 67
A135621873TYPE A, XXXXXXXXX * * * EA** * * * 24
1. * * * CONDITION #1:
IF "DESCRIPTION" TAB ["C" COLUMN] CONTAINS "TYPE A" AS PART OF TEXT/DESCRIPTION, TAKE THE "QUANTITY" TAB ["E" COLUMN] SPECIFIED ON THAT PARTICULAR ROW AND DIVIDE IT BY 20, ROUNDED UP TO NEAREST ONE.*
2. * * * CONDITION #2:
IF "DESCRIPTION" ["C" COLUMN] CONTAINS "TYPE B" AS PART OF TEXT/DESCRIPTION, TAKE THE "QUANTITY" SPECIFIED ON THAT PARTICULAR ROW ["E" COLUMN] AND DIVIDE IT BY 10, ROUNDED UP TO NEAREST ONE.
3. * * * AUTOMATICALLY SAVE THE EXCEL FILE AFTER THIS MACRO HAS BEEN UTILIZED.
I must monthly calculate quantities. So i have 3 surfaces, one is representing the original ground level and the other two the measurements on the end of the months. Between the measurements I calculated volume. But I want calculate the quantities what is inside of the original ground level, what is outside that I want to exclude from the calculations. There is a way how to crop that surfaces to match with the original ground level?
View 9 Replies View RelatedAny way for Vol. calcualtions to be shown in Acre Feet? I am doing Volums of lakes and the client needs a report of the number of Acre Feet in the lake. To get the data, he uses a depth finder hooked up to a GPS. I can do this by hand calculator but using Civil 3D 2013 would be much easier.
View 9 Replies View RelatedUsing inventor to calculate specific distances or counts of features on a part. Say for instance, the lineal feet of a radial edge, or the number of cutouts a part may have. If so, how are you approching this? Can be programs written with the API/iLogic or just general setup I am pretty versitle and open to any discussion.
View 6 Replies View RelatedI have learned the hard way that Civil 3D has a Curve Tolerance value that is to be used when applying sample lines and computing average end cross section volume calculations along an alignment with a curve. How I discovered this was by double checking my self and using a straight alignment verses an alignment with a curve. When using the alignment with a curve the average end cross section volumes differ. I did some reading in Autocad help and it mentions that sometimes a curve tolerance value is needed when using curves and this value is changed in the compute or edit materials window. What is a curve tolerance?" The edit materials window prompts a user to enter a Degree value. How do I calculate this curve tolerance value? I assume it is related to one of the values of a curve.
View 6 Replies View RelatedIf inventor Simulation can do stress calculations based on standards / rules ?
Autodesk Inventor Professional 2014 (Product Design Suite - Ultimate)
Lenovo W520
I am looking at the Content Center data. In this specific case, ANSI AISC Rectangular flat bar steel.
The calculations for Section Modulus seem to be the same for both parameters Wx and Wy.
The calculation for Wx shows in the column properties as: (({G_W} * {G_H} * {G_W}) / 6)
The calculation for Wy shows in the column properties as: (({G_W} * {G_W} * {G_H}) / 6)
These calculations show in the Expression Column as red text. I can modify them but I have no option to OK the dialog box.
The Moment of inertia calculations that are later in the family table use these sections as part of their calculations.
Am I wrong here in my belief that the Section Modulus calculations are wrong and therefore the Moment of Inertia are wrong also?
As an extension of this question, does the Stress Analysis in 2010 use these calculations? Are these numbers used anywhere?
What I would like to do is create volume calculations from spot heights. All i have is 4 rectangles with a 10m interval, nine elevations, no points or anything else.
What steps do i have to go through to make this possible?
I am working on a project, I was given a file with the contour already mapped out. I am tasked with finding volume of a fill I had to create. I made a 3-D polyline at the elevation I want my fill to start from and going down to my final grade. How can I make surfaces with my map. I do not have any files to make the surface off of. What is the easiest way I can make a layer, TIN has already been done but no surfaces are in the file.
View 2 Replies View RelatedI keep getting a dialogue box that says "Revit was unable to render the view due to an unknown error during render calculations. The rendering operation will be canceled." The only option is to click "close" and when i do so, it continues to render but only the sky and grass. My buildings are not present.
View 2 Replies View RelatedVersion: Photoshop CS (1)
Computer: Pentium 2.4 gHz dual core
4 Gigs Ram
Nvidia 7950 video card Win XP Home
I started to get this strange error with my Photoshop when making a new document in Photoshop and got the following error: "cannot initiate Photoshop because Photoshop cannot create any more windows".
I thought the easiest thing to do would be to reinstall (Photoshop needs reinstalling extremely often unfortunately), but now when I try and open the program it just give an alert beep and closes back up. Even though I rarely use ImageReady, I opened that up to check and it does the same behavior.
Can anyone tell me what color settings I need to set in photoshop in order to avoid this from happening? It only happens once in a while and I don't know what I've done to fix it or screw it up. What happens is that when I'm in photoshop and I do a "save for web" my document jumps to image ready and when viewing '2 up' for optimization purposes and comparison, I realize that the original view is actually duller in color and does not look like the original in photoshop. The blacks are definitely not as black.
View 1 Replies View Relatedwhen I got my first Macintosh IICX and all of my MacPaint clip art. I don't want to get rid of the clip art because since I'm still using a black ink printer and not upgrading to a color one, the clip art looks nice in newsletters and the like.
Up until this time I had been using SuperPaint which had the New Superbits editing plug-in to refine the pictures so they had the smoother and cleaner lines instead of looking jagged. With my new computer and printer, I'm also getting Photoshop CS packaged with Adobe Creative Suite Premium, which I have never used before. Since I have not received my order yet, I was wondering if anyone could tell me whether Photoshop has the capability of improving the older MacPaint clip art like SuperPaint did with the New SuperBits editing plug-in. Over the past two days, I have been trying like crazy to back-up my pictures with SuperPaint and then re-saving them with Graphic Converter. It's been so incredibly slow that I thought I would go ahead and ask you, the experts, if Photoshop can also improve the quality of my older MacPaint clip art or if I should continue to back-up my clip art like I have been doing.
I have just got back from the Elbow gig and pulled the images off the card. They load up in Bridge but don't have actual picture thumbnails. They are named correctly, ie: IMG_3483.CR2 but they won't open!? Error message says 'Could not complete your request because Photoshop does not recognise this type of file'
I could see them on the back of the camera.
mac users... i did a software update the other day and I noticed that there was an update for ACR. Could it have been something to do with that? And why can't I find ACR in my Applications?
I use Photoshop Elements 11. I am trying to upload photos to a website and the browse only goes to Windows/Pictures. How do I navigate to photoshop to upload pictures there?
View 3 Replies View Related of Adobe Photoshop v6.0.1 (quite old, I know, but it do all I want and on my old HW I did not plan/want to use any more recent version, because they are HUGE and with just a little preferences trick, I did not need to reinstall my PS - ever ), yet as Czech user, I need my software to type some special characters as well. These are looking like this:
[URL]...
Now the only problem is, that some of them PS just refuse to type. Seven small and seven caps are just wrong. See the line "for PS:"...
I battled the problem even by editing the fonts itsels, because that seems to work with Adobe Illustrator, yet this also cause the edited fonts to be useless in another programs. So I looked deeply and in the Adobe settings in directory Fonts / Reqrd are directory CMaps and perhaps editing the character map used will be better and usable solution? how to do it or even determine with file from the 96 files in the CMaps directory are right now used by Adobe Photoshop?
Everytime I open my CS6, it always show " Could not initialize Photoshop because the preferences file was invalid (it has been deleted)" I reinstalled it but it is still popping out.
View 10 Replies View Relatedwhen I try to save a tagra file with a alpha channel in photoshop 7 the box for the alpha channel is greyed out, with an warning sign next to it, and the line below stating "file must be saved as a copy with this selection" When I examine the saved file the alpha channel is not there!
Has anybody got any idea why?
My old version of photoshop 6, allows you to save alpha channels!