I did a scene with a 25x15ft room lit with two windows on the south end. anyway, there's a big difference when i set FG Falloff distance to be say start: 0.0 stop: 200ft or 400ft vs. not using fall off.
it also changes the values on my light meter.i'm guessing here that use of falloff is not going to give real world results for lighting analysis but haven't read anything (that i have found so far).
Is the general consensus that MR Sky Portals should be used when performing Lighting Analysis?
View 1 Replies View RelatedI concretely need the tool included in the Menu Analisys of Photoshop Extended CS3. Now I have upgrade to Photoshop CS6 into Creative Cloud but I don't find the way to download and install Extended from Creative Cloud.
View 3 Replies View RelatedIs there a way of simplifying the spectrum of colors in an image into, say, 10 colors and analysing how much of the image each color makes up? The closest I've got is using the cutout filter and select color range. Does anyone have any better ideas?
View 1 Replies View Relatedway of simplifying the spectrum of colors in an image into, say, 10 colors and analysing how much of the image each color makes up? The closest I've got is using the cutout filter and select color range.
View 1 Replies View RelatedIf I only have sketchup terrain model which I could export to DWG.Am I able to bring that DWG into Autocad MAP 3D to do slope analysis?If not, how should I do? What kind of file type I need? Or I need more information other than a model to do slope analysis in Autocad MAP 3D?
View 3 Replies View RelatedThe 3D menu is there but not the Analysis menu. I'm trying to set the scale measurement; i have the scale icon and it works, but i need to go into the Analysis menu to set the scale - and it's not there! Can't find it, or any reference to this (only to the 3D menu being missing, which is usually they don't have Extended).
Running Windows 7 pro on a Radeon HD6850 graphics card, i have "use graphics processor" selected in the preferences menu.
I recently switched from Photoshop CS6 to Photoshop Creative Cloud. Whereas in the CS6 version, I could not count the number of pixels in a selection (I was not using the Extended version), I was happy to read that this split was removed and this function is available in Photoshop CC. Or, should be available. As it happens, when I go to Image -> Analysis, all options (except for Ruler Tool) are greyed out. This is the case when no document is opened, when a document with multiple layers is opened, or when a simple single-layer document is opened. The software is up to date (accoding to the Application Manager).
Can it be a limitation of the 32-bits version, and should I switch to a 64-bit version?
I`m trying to determine will Inventor satisfy the needs that I`m having regarding simulation options. So I started with some elementary stuff.
If it is possible in stress analysis to manually select which degrees of freedom body has.
"Fixed constraint" block all 6 DOF and I would like to block only transitional DOF so that I keep rotational degrees of freedom?
Am working in River Analysis dwg and go to save and get message "One or more objects cannot be saved to the specified format."
What's the deal?
I want to know all about solar radiation analysis in revit 2013. any tutorial link? I have tried it on my design but it only opens sun path. and there is no "add ins" option.
View 5 Replies View RelatedWhile I run analyze, there's always an error
View 1 Replies View RelatedI am trying to find a software package that would allow me to model lightweight steel structures; agricultural style barns (up to 60x100) constructed of bar trusses and columns. I can do hand analysis, but for multiple buildings per month, it would be too time consuming. I prefer something more user friendly than finite element analysis, that would produce a quality analysis report.
I have read some through the Revit summary, but it focuses more on the maximum potential of the program and doesn't describe the minimum level it will perform at; I will never be designing a multi - story steel stadium or warehouse or office park, etc.
I have created two feature buffers - one at 25m and one at 50m. I only want to show the area between 25m and 50m and am struggling to get the Feature Overlay analysis to do this. Is it possible and if so how?
There are no intersecting areas and I'm trying to display the "doughnut" area.
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
Does photoshop offer frequency domain analysis of an image?
The standard way to remove noise, i.e. background spots, is do spectrum analysis and remove those high-frenquency signal. Is photoshop image-> adjustment -> level a frequency analysis?
Is there a way to re-execute the video analysis of the Mercalli filter without having to actually remove the filter and reapply it to the video clip?
I can't seem to find an easy way without removing the filter.
I have created a report from a frame analysis of an arrangement of I-Beam steelwork. I need to check that I have placed the nodes in the right order and this is reflected in the results of the report. I have the parent and child nodes connected at the ends of the beams as shown on the attached screen shot. I'm interested to know if the order in which I have selected the nods makes any difference to the results. There a 3 node connection points at each corner section.
View 3 Replies View RelatedWhere can we find documentation or tutorials on the River Analysis package as it is with IDSU 2014?
We are in the middle of a few projects using BOSS's RiverCAD but with the new 2014 License files we can no longer use the AutoCAD 2010 that ran with RiverCAD.
So, I'm scrambling to get my user up and running with River Analysis and how (if possible) to port our RiverCAD projects to River Analysis with as little pain as possible.
I have to admit, I don't use RiverCAD and have not yet installed IDSU 2014. (I'm making the deployment now).
I'd really like to ditch having to support AutoCAD 2010 and RiverCAD....
[URL] .......
I have been asked by a collegue if Map 3d will perform Network route Analysis and produce a model of the results.That is using defigned roads, footpaths etc find the shortest route from A to B.
As I'm only just getting into Map3D I couldn't answer this one. How you perform the analysis, a tutorial or example if avaliable.
I'm currently running Civil3D 2012 which should have the same functionality as Map3D 2012.
Civil3D 2013 / 2014
Windows 7 Professional 64-bit
Intel(R) Core(TM) i7-3820 CPU @ 3.60GHz (8 CPUs), ~4.0GHz With 32768MB RAM, AMD FirePro V4900, Dedicated Memory: 984 MB, Shared Memory: 814 MB
I have purchased the Autodesk Product Design Suite Premium. It comes with the Frame Generator but does not seem to have the Frame Analysis with it. Is that provided in other Suites or should I have it??
View 1 Replies View RelatedI am trying to simulate the following:
I have an 8" OD/5.523" ID steel tube. A 5.5" OD/4.957"ID tube is placed inside. The 8" and 5.5" tubes are placed over a 4.9375"OD shaft. So basically you have a hollow shaft attached to a drive shaft, with a filler tube placed between them to fill the gap. Two 1-1/2" UNC bolts are placed in matching1.531" diameter holes in every component (thru bolted) with a nut. Tightening the nut will tend to flatten the pipes, taking up the clearance between then and creating a contact pressure on the drive shaft. I have having trouble getting all of the contacts correct since the components are not in contact at the beginning of the simulation due to the radial clearances.
Two axial bolt loads of 129,000 lbs will be placed on the tubes. I have used a sliding/no separation contact between the bolt and nut. Then I put a fixed constraint on the bottom face of the nut (not in contact with the tube) and put a 129,000 force on the top of each bolt head to simulate the axial load created by the bolt preload. What type of contact should I use between the tubes that have radial clearance?
I have attached the tubes and drive shaft. The 1-1/2" bolts and nuts (both heavy hex) were found in the library.
How to set up a symmetric stress analysis?
I read about using symmetric analysis on a symmetric assembly, but no description of how it is done.
I have a large 200+ acre site that I have created a volume surface and analyzed it using the elevation banding with color to show different levels of cut and fill. The owner has broken this area into 10 different irregular zones. Is there a way to do the elevation banding of a volume surface and have it color the individual parcels. They don't all have to be at once. I can do each one at a time and PDF the drawing.
View 2 Replies View RelatedI am trying to properly stress test a steel aircraft fuselage. I can easily model the estimated weight of the pilot, copilot, etc as loads on the airframe. However, when it comes to simulating a high-G situation, (a load factor of around 7.5 times the force of gravity), I am not sure what to do. On one hand, I can simply multiply the loads on the airframe by the load factor and see if the frame can take it. In most cases, it performs very poorly, (safety factor less than 1). However, if I model all the loads under normal conditions, (normal pilot weight, etc.), then add a gravity load equal to 7.5 G, the airframe performs well. Yet I am not sure if the loads on the airframe, (such as pilot weight), are being adjusted along with the increased gravitational load.
My question is, what is the best way to accurately simulate real world loading for high-G situations?
I am doing an eigen frequency analysis of a structure in the range of 0 to 1500 Hz. For my structure I am getting about 6 modes as expected.
For the final results I will mass normalize to convert to an energy based on the relative "displacements" However, each of the "displacements" for the 6 eigenfrequencies are the same?
I know this can not be right as it would mean that all have the same energy which is impossible.
how do I use Civil 3D to do basic pipe analysis computations? For example, I give it the slope, material, etc. and it spits out the flow velocity, flow depth, slope min, etc.
All I want for now is a basic tool for sizing pipes without all the bells, loops & whistles. I can learn the fancy pipe networking stuff later.
I can not get the slope analysis to come up with 10 slope ranges. My ranges are set to 10, but my Range details populate to 22? Screen Cap included. I've tried this with Equal Interval, Quartile, and Standard Deviation. Nothing will create 10 intervals.
My "slope analysis" surface style is set to show Slope, with the range set to 10. In surface properties, my range is set to 10.
We have an "original" existing surface of a ditch, a massive ditch. dredging has taken place and now we have a new existing surface of the ditch. the client wanted to see the delineation between the areas that are now 3" lower, 6" lower and 9" lower (and so on). I was able to do this easily with elevation banding. now the client would like some sort of GPS uploadable based on the color map that shows the banding. How to accomplish this without having someone set there and set points along the different colors on the surface. that is going to be incredibly time consuming. is there an automated way to export the data that I am looking for?
View 7 Replies View RelatedIt appears color transparency for surface analysis is now broke in 2013. It used to work in 2011 because I use to bring in Lidar data and run elevation analysis over top of aerial photos. I never found any type of resolution. Is Autodesk aware and are they working on this?
This issue reminds me of the Point Cloud issue with Lidar data right after 2013 came out. It worked in 2011 just fine and then 2013 they broke it. After calls to autodesk support and thread exchanges plus several months of waiting, service pack 2 for 2013 fixed the lidar classification issue.
I've tried to create a surface analysis by using a point group reading xdata to set the elevations and when I set my surface properties to display the elevation shades it will only allow me to set the range to 5 or less. All of the other analysis settings for direction, slope, and slope arrows allow me to input the nuber of ranges I want, but I need the elevation analysis.
View 5 Replies View RelatedI am trying to determine how to properley constrain the assembly below, so that the compression of the rubber gasket will be properly indicated.
Currently I am seeing the deflection of the shelf in the downward direction, but I do not see any indication of stress in the gasket behind.Currently the gasket is "bonded" to the steel tube the screws are bonded to the shelf bracket and the steel tube.
I put in "work axis" at the center line of the shelf bracket and the CL of the gasket, but I can't find a way to constrain to a work axis.The file is too large to upload here...