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In article <58ca42$1l9@hermes.louisville.edu>, James M. SchererReturn to Topwrote: > ... > >How much can you trust this new software to apply the best element to the >given problem? Can the software tell what accuracy to expect for a given >problem and will it let the user know? > >Mitch Mitch makes some very good points. His thinking has triggered some interesting thoughts of my own. I'd like to post them here, for your consideration. If (100) the deliberate solution of an engineering problem requires that the engineering problem be understood, and if (110) no software can understand anything, then (120) no software can deliberately solve an engineering problem. I doubt that anyone is willing to dispute the existence of entity (100). If anyone is, please let me know. In any case, the key entity is (110). If we can prove that no software can understand anything, then the logic cluster is valid. The entity, "(130) at least one piece of software can understand one thing," is mutually exclusive with entity (110). Let's assume that (130) is valid. If (130) is valid, then we should be able to observe one or more effects caused by the existence of (130). For example, if even one piece of software understands even one thing, then we might expect to see an article or a paper describing the event. Is anyone aware of such a paper? Is there any evidence that even one piece of software has ever understood anything? If we can find no evidence, then we are forced to conclude that the entity, "(130) at least one piece of software can understand one thing," does not exist. If (130) and (110) are mutually exclusive, and if (130) does not exist, then (110) must exist. If we accept (100), and if (110) exists, then we must conclude that no software can deliberately solve an engineering problem. So why do we keep chasing this golden fleece? Tony Rizzo
Background We have designed a basic single-stage fan for the mining industry for the purposes of compacting explosives into its blast-hole The blower/fan operates as follows: 1. Fan generates compressed air of approx. 20kPa (Static) 2. Conveys air through a 3/4" hose, 3 meters in length (12ft) 3. Explosives in the form of furtilizer is then fed into the hose via a measuring flask 4. The air/fertilizer mix travels 1.5 meters (6ft) through the hose into the blast-hole Current Specifications: Type: Single Stage Fan Fan Blade Detail: Vane Type with Backing Plate on one side Fan speed: 30 000 RPM Fan Blade Outside Diameter: 145 mm Static Pressure: 20 kPa Capacity: 70 CFM Compressed Air Temperature: 50 Degrees Celsius (High, but Acceptable Temp) Needs There has been a further need for a stronger fan/blower to cope with the following minimum requirement: Extension of hose from 1.5 meter (6ft) 3/4", to 20 meters (60 ft) 3/4" through which mix has to flow New Specifications: Type: Multi Stage Fan Fan speed: 30 000 RPM Fan Blade Outside Diameter: 145 mm (1st Stage) Static Pressure: 60 kPa (last stage output) Capacity: 70 CFM Compressed Air Temperature: Max. 50 Degrees Celsius (High, but Acceptable Temp) Ambient Temp 20 Degrees Celcius Air Density @ 1000 meters above sea-level Current Status: We have developed a 2nd Stage fan/blower and currently have the following problem: - After the 1st Stage, no increase in pressure (20 kPa before/after 2nd Stage) The stages after 1st Stage need to be re-designed in order to achieve our objective Please inform or provide information regarding this problem, or how you could assist solving this problem Thank you Regards Andre Swart Hydro Power Engineering PO Box 1148 Honeydew 2040 Republic of South Africa Tel +2711 462-1903 Fax +2711 462-7156Return to Top
Our new manual shows how to set up an analysis program using vibration, infrared thermography and ultrasonic analysis as well as spectrographic oil analysis on Chillers and Heat Pumps while they are operating. Several actual examples are presented with accompaning data/reports. This is a real "How to" book written in standard, simple terms and should be a must for those operating or maintanining Chillers and Heat Pumps. ^^^^ How to Analyze Chillers/Heat Pumps Manual ^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^ Table of Contents- NEED FOR ANALYSIS Equipment -Types/Systems Service Cost of outages/collateral damages Cost of replacement NON DESTRUCTIVE TESTING(NDT) Vibration Axes of measurements Ultrasonics Leaks-air/refrigerant Infrared Thermography Heat losses Electrical systems COMPUTER ANALYSIS Mass/Energy Balance/Performance Spread Sheets Data Collection/entry MAINTENENACE SCHEDULES/COSTS TROUBLESHOOTING SYSTEMS APPENDIX-Actual cases/results REFERENCES Comes in a 3 ring notebook,61 pages-Drawings, Photographs, Charts, Tables Cost is $65 + $3.80 S/H USA Information at E mail: heatscan@kalama.com Tele: 360 423-7167Return to Top
I am writing an article on process analyzer communications. The focus of the article is communications between the analytical instrument (process GCs, mass specs, photodiode array, FT IR, etc.,), the analyzer data, the plantwide data highway, system, and the process control computers. Whether you are a vendor or user, could you share your experiences with the magazine's readers by answering the questions below? 1. What is the problem with analyzer communications right now? 2. How is the analyzer communications issue relate to standard analyzer outputs, ie, analytical signal and signals related to instrument operation? 3. What different communications protocols are out there? 4. Why are they different? Is there a standard? 5. What do these protocols do/attemtpt to do? 6. Why choose one over the other? 7. What kinds of devices are necessary to utilize these protocols? 8. What kinds of analyzers can be interfaced to these devices? 9. What kinds of output do these devices accept from the analyzer? 10. What kind of output do they transmit and to where? 11. What benefits can users expect for each device/protocol? ie, cost savings (where, how), increased efficiency (where,),better/more accurate data, better maintenance/uptime, make something easy to use, other reasons? 12. Are these devices suited for any kind of analyzer, ie, smart analyzers (with some sort of intelligence like smart transmitters, self-diagnostics, etc) as opposed to just a sensor that just provides a reading and that's it? 13. Are these devices replacing older devices or being used in conjuction with major system upgrades? 14. What are the computing requirements for using t hese devices, ie, PC/Mac, Unix, or some othe proprietary architecture? 15. Are these devices/protocols plug and play? 16. Who is using? Names and phone numbers? (Please provide your name phone and fax numbers, corporate affiliation, and title so I can contact for more information or if I have questions. Please let me know if I can quote you, too. Thanks for your help. Mark WeissReturn to Top
The University of Nebraska is offering a Research Experience for Undergraduates in Nanostructured Materials Program for summer 1995. This is an interdisciplinary program involving students in physics, chemistry, materials science, and chemical, electrical and mechanical engineering. To be eligible for the program, you must: 1) be a junior or senior in fall, 1997 2) be enrolled in a program leading to a bachelor's degree in a science or engineering, but not have received a bachelor's degree in any field 3) be a U.S. citizen or permanent resident. (NSF's rules) The program includes a $2800 stipend, room and board, and travel expenses. For information and an application form, write: REU Program in Nanostructured Materials c/o Center for Materials Research and Analysis University of Nebraska Lincoln, NE 68588-0113 cmrareu@unlinfo.unl.edu or see our web site at http://www.unl.edu/physics/REU/reu.html, which has an on-line form to request an application Dr. Diandra Leslie-Pelecky Assistant Professor of PhysicsReturn to Top
The FEA world is about to make a major turn-about. A new field is being broken off from FEA - the new field is DESIGN ANALYSIS. It's basically Finite Element for those without a PhD. I just received a Beta version of Cosmos/Works 2.0, the new program from Structural Research & Analysis Corp (makers of Cosmos/M) designed to run completely inside of SolidWorks 3D design. I was completely floored when I saw this, design analysis with Cosmos/Works is completely pushbutton. The program was written so that the engineer, at any point in the design, can run a quick analysis on parts or assemblies without exporting anything, without starting any other programs, just go down the menu or use their graphical interface to mesh, add boundaries/loads, and run. I don't want to ramble on and on about the implications of this, but now analysis is a part of the design process, totally seamless, with no time or $$ penalty!! If anyone wants any more details, you can send me e-mail. Paul Gimbel Tri-Mech Solutions, Inc.Return to Top
I am a buyer of technical books at Brown University. So, I thought I'd go to the people who read these books to find out which books are "must have's!" If you have any suggestions, please e-mail me. I am particularly interested in recent non-computer titles, but I also stock a number of technical classics. Thank you, -- Christian Eric Campbell Buyer, Technical Books & Custom Publishing phone(401)863-2023 fax(401)863-2233Return to Top
lbliao wrote: > > I am looking for help on equipment needed for ultrasonic testing, or > ultrasonic nanoscopes from those who currently have access to such an > equipment, own it, or have used it. > > Thanks a lot! > lbliao You may wish to consider several resources. NDT link (from American Society of Non-destructive testing) has many useful links relating to ultrasonic inspection. The URL is: http://www.asnt.org Another excellent "European" site is: http://www.ultrasonic.de Also, there is a much more appropriate newsgroup for this topic available. In the USE (english) collection it is: sci.techniques.testing.nondestructive Also, I have considerable experience with "immersion" flaw detection practices and equipment and vendors. If you want to chat about it E-mail me your phone number at cmw@cmwinc.com. Hope this helps James Woodruff Materials Engineer visit our web site at: http://www.cmwinc.com/cmwReturn to Top
We are struggling with a design of a water pump hub which is pushed onto a shaft with an interference fit. The hub is then torque tested to 50Nm. If it slips, it fails. After running fine for 5 years we have suddenly had a slippage problem. Even hub made especially undersize slip. I am trying to get to the bottom of the mechanism in this assembly. I assume it is related to coefficient of friction and force between the two parts. Are there any other factors involved? What about hardness, Youngs modulus, surface finish etc. Any help would be appreciated. Thanks Jon KerrReturn to Top
Greetings Dr. Kane, Great Plains Stainless, Inc. (Tulsa) is unable to help, but please try the following C276 sources: Noble Alloy Valve (Houston) - 800.688.4893 Corralloy (Houston) - 800.262.5569 Corrosion Materials (Baton Rouge) - 800-535-8032 Very Best Regards, Steven D. Buck Great Plains Stainless, Inc. Pipe, fittings, and flanges (309, 310, 317L, 321, 347, 410 446-2, N08904(904L), S31803(2205)) Tulsa, OK - Perth, Western Australia 800.345.5757Return to Top
André Garant wrote: > > Path: sympatico.ca!not-for-mail From: Andr=?iso-8859-1?Q?=E9?= Garant > Newsgroups: sci.engr.manufacturing Subject: need a special pump Date: Sun, > 08 Dec 1996 11:10:31 -0800 Organization: Manouchka Lines: 10 Message-ID: > <32AB12A7.1AD6@sympatico.ca> NNTP-Posting-Host: ppp417.qc.sympatico.ca > Mime-Version: 1.0 Content-Type: text/plain; charset=us-ascii > Content-Transfer-Encoding: 7bit X-Mailer: Mozilla 2.02E [fr]-SYMPA (Win16; > I) Xref: sympatico.ca sci.engr.manufacturing:13353 Hi, my name is Andre > Garant and i am developping right now a projet for my company wich is to > transfer phosphoric acid 95% at 200f . What I need is a electric driven pump > with a capacity of 150 gpm with a suction head of 20 feet and compatible > with the product mentionned on top I have already found a air driven pump > made of hastolly c but I would prefer a mechanical pump. Can anyone help me? > Please send info to this e-mail. Andre Garant e-mail: > andre.manouchka@sympatico.ca TRy MONO pumps, they are progressive-cavity jobs cheers JBReturn to Top
george wrote: > > :it is possible to do FEA analysis with existing software, without ever > :having studied FE theory, because it is never used as such in the actual > :analysis and the software does everything. But I'm convinced that you do > :need some knowledge of what you're doing in order to do the right choices. > ^^^^^^^^^^^^^^ > some knowlege seems right. It seems that if you came at the subject > in the right way you could learn the essentials needed for running > a canned package without knowing much at all about the core theories > involved. How does one know if the results are actual or from some artifact within the code? It seems that a user needs to know a little about the subject material before one goes charging into an analysis problem. Also, with all of the packages, the user needs to apply boundary conditions, and without some experience and knowledge in the analysis area, the boundary conditions can be applied incorrectly. Then there is the question of convergence and has the user really gotten an accurate solution or some divergent artifact of a numerical instability. There is also the choice of elements in a finite element analysis, like, for example, do I use triangular elements or quadrilateral elements? Without some FEA theory, the user would not know that triangular elements can, in some cases, cause the matrix to be too stiff and cause inaccuracies in the results. ______________________________________________ Steven D. Wix Sandia National Laboratories 505-844-0778 sdwix@sandia.gov " If you build it, he will come" ______________________________________________Return to Top
Philip WardReturn to Topwrote: Does anyone have a Beer and Johnston Dynamics book they wish to part with? I have the statics book, but I let someone "borrow" my dynamics book and never got it back. Please reply via email. cschwec@execpc.com or mcgyver@juno.com \\\\\|///// 0 0 ------oOOo-()-oOOo-------- Chris cschwec@execpc.com ------------------Oooo ( ) Oooo ) / ( ) (_/ \ ( \_)
A rod is run through a length of vertical pipe. The rod is not continuous, but is in discrete sections which are attached together with couplings which have a larger outside diameter than the rod itself. The difference in the diameters of the rod and coupling are significant relative to the pipe's internal diameter. | | | | | | | | | | | | | | | | | - - | | | | | | | | | | | | | | - - | | | | | | | | | | | | | | | | | Fluid flows vertically upward in the annular space between the pipe wall and the rod/coupling. The fluid can range from water (1 cp) to very viscous fluids (>8000 cp, possibly up to 100,000 cp). What we need to calculate is: 1. The flow loss (pressure loss) past the coupling. Flow rates are such that the flow will always be laminar (esp. with viscous fluids). Right now we are not considering the effects of the change in diameters, but rather are considering the loss in an annulus of the length of the coupling. This may or may not be a good approximation. Any suggestions? 2. The axial force on the rod caused by fluid flowing past the coupling. Right now we are only using the estimated differential pressure across the coupling multiplied by the difference in cross-sectional areas of the rod and coupling. There is presumably some drag effects, by the flow along the surface of the coupling, plus some effects caused by the change in direction of the fluid to get around the coupling, plus the fact there is probably a low pressure wake behind the coupling. Does anyone have some suggestions for calculating these effects? Thanks! -PaulReturn to Top
PLOTTER is a shareware Data Plotting and Analysis program for MS-DOS computers. It is designed for scientists, engineers and researchers who need to graph and evaluate ASCII data sets. Key Features in PLOTTER: * Fast Data Plotting - Two ASCII Data File Formats - Up to 60,000 Data Values - Full Screen Data Editor - X-Y or Semi-Log Plots - Data Value Cursor - Plot up to 9 Data Sets - Flexible Plot Labelling - Save Plot Screens to Disk * Curve Fits - Least Squares Polynomials - Cubic Splines - Automatic Regression Fits - Fit up to 9 Curves - Save Curve Fits to Disk * Spectral Analysis - Up to 16384 Point FFT's - Hanning & Flat Top Windows - Save Spectra to Disk * Data Manipulation - Digital Filters (Notch & Pass) - Change Scaling & Offsets - Smoothing * Printer and Mouse Support - HP Laserjet Compatible - Epson Compatible System Requirements for PLOTTER: - PC/AT Compatible Computer. - Math Co-Processor Recommended. - 640K RAM. CGA, EGA or VGA monitor. The PLOTTER Home Page: - http://members.aol.com/wellscom/plotter.htm The registration fee for PLOTTER is $25 (including S&H;). Unlimited site licenses are available for $185. +-------------------------------------+ Robert Lindsay Wells + WellsCom@aol.com +++ http://members.aol.com/wellscom +++ +-------------------------------------+Return to Top
Dear Christian - At the university level, books for the FE (formerly E-I-T) exam are always popular. In fact, many univ. libraries won't circulate them because they "walk". Of course, I'd love to see you buy one of the books I've written, but there are others out there, as well. I don't think books for the PE exam are necessary in your collection, unless you were getting them for professors. How else can I help? -- Michael Lindeburg, PE, Publisher Professional Publications, Inc., http://www.ppi2pass.com (415) 593-9119 ext. 23 "Your comments, suggestions, and (ugh!) criticisms are always welcome."Return to Top
Christian_Campbell@brown.edu (Christian Campbell) wrote: >I am a buyer of technical books at Brown University. So, I thought I'd go >to the people who read these books to find out which books are "must >have's!" If you have any suggestions, please e-mail me. I am >particularly interested in recent non-computer titles, but I also stock a >number of technical classics. Here's a start, IMHO, for Chem E topics: * CRC Handbook of Chemistry and Physics * Merck Index * Perry's Chemical Engineers' Handbook * McCabe & Smith "Unit Operations of Chermical Engineering" * Luyben "Process Modeling Simulation and Control for Chemical Engineers" (BTW, I hear that Luyben and son have a new book... is that out yet?) * Numerical Recipes in C/FORTRAN * Bird, Stewart, & Lightfoot "Transport Phenomena" As far as Thermo, I have Balzhiser, but I didn't really like it. I hear Smith and VanNess is better. -Karl +=========================================+ | Karl F. Bloss, Sr. Systems Engineer | | Air Products & Chemicals, Inc. | | blosskf@ttown.apci.com | | http://www.airproducts.com/ | | PGP key: http://wwww.enter.net/~bloss | +=========================================+ #includeReturn to Top
Christian Campbell wrote: > > I am a buyer of technical books at Brown University. So, I thought > I'd go to the people who read these books to find out which books > are "must have's!" If you have any suggestions, please e-mail me. > I am particularly interested in recent non-computer titles, but I > also stock a number of technical classics. In astrodynamics I really enjoy using "Fundamentals of Astrodynamics" by Bate, Mueller and White. This is an excellent soft cover book. For designing satellite missions try "Space Mission Analysis and Design" by Wertz and Larson. For the numerical analysis I really use "Numberical Recipes in FORTRAN (or C, or Pascal)" by Press, Teukolsky, Vetterling and Flannery. Recently I have read criticism about some of the algorithms presented in this book. Usually for not being the most robust or the best answer for specific cases. However, in general I believe it is an excellent book. The authors explain the theory and the basis for their selection and provide ample other references if the user needs further guidance. Jerry Bukley jwbukley@tasc.comReturn to Top
Position Description Director, Technology & New Business Development Analytical Instrumentation Products Company Background Our client is a highly successful international manufacturer of sensory instrumentation products utilized for measurement in all types of liquid process applications. These products, recognized world-wide for outstanding performance and reliability, employ state-of-the-art electrochemical and optical sensing technologies, coupled with high-quality electronic instrumentation (microprocessor-based with embedded software). The company, a subsidiary of a well-respected international technology organization, is located in modern research & manufacturing facilities in a major Midwestern metro area. Position The Director of Technology & New Business Development will provide leadership and direction to the company's engineering resources in the areas of new product development, manufacturing engineering and applied research. Primary disciplines involved are electronic, software, mechanical and sensor engineering. The Director chairs the New Product Committee (NPC) and coordinates, with the International Marketing Director, the planning and execution of global product development. The Director will also fulfill the strategic business development function, and in this capacity will seek out and investigate other potential sources of new business: acquisitions, partnerships, strategic alliances, etc. The Director will manage a Technology Department of 35 individuals (full budgetary and capital spending responsibility) and will also manage contract development activities with outside vendors. Reports to company President. Requirements We seek a highly motivated, creative and entrepreneurial individual, with outstanding technical expertise in analytical/sensory instrumentation. Ideal candidate will be hands-on, with demonstrated track record of getting things done, an individual who can translate ideas into profitable, value-added business initiatives. Must have: outstanding interpersonal and communications skills; strong understanding of electronics, mechanics & software (and progressive utilization of current technologies in these areas); strong project management skills; expertise in managing a concurrent, team-based cradle-to-grave engineering environment (development, production, QA); and, a decision-making style that effectively balances the need for speedy execution against highest quality standards. Candidate will also be sensitive to budgetary issues, intimately familiar with TQM philosophies and ISO 9001 certification, and the CIP processes involved. Minimum BSEE, BSME, BSChE or BS software development required. Compensation Package includes base salary, bonus, benefits. Moving & relocation as appropriate. If responding via e-mail, please incorporate resume into your message using ASCII characters only. Please e-mail to azak@Executive-Search.com for prompt reply. -- Adams & Associates International Executive Search Consultants 463-D W. Russell St. Barrington (Chicago) IL 60010 USA 847-304-5300 FAX 847-381-2215 Internet: azak@Executive-Search.com (use for reply -ASCII only- to all postings)Return to Top
Brad Clark wrote: > > Does anyone have any data on pipe age affects friction factors in > pipe. The application is oil and gas well production tubing with oil > gas and salt water flow. mark's 9th has some info on water pipes. Effect are very significant in that area. I think it is in Chapter 3; Anyway it is with the discussion around the Moody diagram. Bill McEachernReturn to Top
Position Description Vice President & General Manager Factory Automation Products & Components Company Our client is a highly successful manufacturer of engineered industrial products which are utilized in manufacturing, assembly & test, and material handling environments. The company serves customers world-wide in a number of diverse markets, among them the machine tool, automotive, electronics and telecommunications industries. The company is highly successful because of it's unique marketing approach, investment in and application of leading-edge technologies, and strong commitment to delivering a total quality solution. Sales volume is between $50 - $60 million annually and the company is well-positioned for continued growth from this excellent foundation. Position The individual we seek for the position of Vice President & General Manager will have full responsibility for the company's P&L.; He will continue to develop the company's strategic direction and will implement his strategies through the effective management of people, technology and financial resources at his disposal. The company employs under 200 total staff; direct reports include the individuals responsible for engineering, manufacturing, sales, marketing, financial and personnel functions. The Vice President & General Manager reports to the company's President & CEO; attractive central Michigan resort area location. Requirements We seek a highly motivated, creative general manager with the ability to innovate, motivate and lead. Our ideal candidate will be a hands-on individual with a demonstrated track record of getting things done in a complex engineered product, manufacturing environment. Previous industry background should ideally include electrical or mechanical products and well-rounded experience in all functional areas. Our VP & GM must be equally effective at managing sensitive customer negotiations, nurturing vendor partnerships, and building those inter-departmental bridges critical to improved productivity, quality and profitability. Our candidate will be intimately familiar with TQM/CIP philosophies, ISO 9001, team-building and self-directed work group processes, and the application of advanced management technologies to engineering, manufacturing and sales functions. Excellent analytical and organizational skills are a must, as are solid communications and leadership abilities. Since the company sells its products through multiple distribution channels, strong experience in managing a direct sales force and distributor organizations is important. Due to the company's continually increasing emphasis on international markets, previous international experience and Western European language skills are a strong plus. Minimum BSME or BSEE required; MBA a plus. Compensation Excellent, performance-based, compensation package; comprehensive employee benefits. If replying via e-mail please incorporate resume into your message using ASCII text only. Please reply to azak@Executive-Search.com only. -- Adam Zak, Managing Director Adams & Associates International Executive Search Consultants 463-D W. Russell St. Barrington (Chicago) IL 60010 USA 847-304-5300 FAX 847-381-2215 Internet: azak@Executive-Search.com (use for reply - ASCII only)Return to Top
Jon Kerr wrote: > > We are struggling with a design of a water pump hub which is pushed onto a > shaft with an interference fit. The hub is then torque tested to 50Nm. If > it slips, it fails. > > After running fine for 5 years we have suddenly had a slippage problem. > Even hub made especially undersize slip. I am trying to get to the bottom > of the mechanism in this assembly. I assume it is related to coefficient of > friction and force between the two parts. Are there any other factors > involved? What about hardness, Youngs modulus, surface finish etc. > > Any help would be appreciated. > > Thanks > Jon Kerr You can buy a friction stabilizer from Kelsan Lubricants in North Vancouver British Columbia Canada. you can get stable coefficient of friction with positive gradients. that is to say when slip occurs the coeffecint of friction goes up. You can get .1, .35 7 .72 mu. They supposedly work wet or dy with only performance variations. Might work for you. Bill McEachernReturn to Top
What are the materials of the impeller hub and shaft? Check the Youngs Modulus for both materials and treat the hub as a thick walled cylinder, ie; the interference will be the result of the difference between the decrease in the shaft diameter, and the increase in the hub diameter. Then check to make sure that the stresses in both are less than the proportional limit of their respective materials. Good Luck, Glenn Capone Jon Kerr wrote: > > We are struggling with a design of a water pump hub which is pushed onto a > shaft with an interference fit. The hub is then torque tested to 50Nm. If > it slips, it fails. > > After running fine for 5 years we have suddenly had a slippage problem. > Even hub made especially undersize slip. I am trying to get to the bottom > of the mechanism in this assembly. I assume it is related to coefficient of > friction and force between the two parts. Are there any other factors > involved? What about hardness, Youngs modulus, surface finish etc. > > Any help would be appreciated. > > Thanks > Jon KerrReturn to Top
On my desk you will find; Mechanical Engineers Handbook, aka "Marks", Beaumeister/McGraw-Hill Standard Handbook of Machine Design, Shigley&Micshke;/McGraw-Hill Roark's Formulas for Stress and Strain, Young/McGraw-Hill Mechanical Engineering Design, Shigley&Mischke;/McGraw-Hill Design of Machine Elements, Spotts/Prentice-Hall Christian Campbell wrote: > > I am a buyer of technical books at Brown University. So, I thought I'd go > to the people who read these books to find out which books are "must > have's!" If you have any suggestions, please e-mail me. I am > particularly interested in recent non-computer titles, but I also stock a > number of technical classics. > > Thank you, > > -- > Christian Eric Campbell > Buyer, Technical Books & Custom Publishing > phone(401)863-2023 fax(401)863-2233Return to Top
Is there any interested party in feature-based design as well as its applications in CAD/CAM or even CAPP (Computer-Aided Process Planning)? I would appreciate some reference resources (papers, books, websites, etc.) related to FEATURE-BASED DESIGN, particularly discussion about its Object-Oriented approach. One sample question: what are the most important advantages/differences of 'feature' comparing with 'object' in feature-based design with an object-oriented approach? posted from my friend's account Hoo HooReturn to Top
I hope this posting is appropriate to your groups. If you are looking for a resource for material handling equipment, please see this new website for Wolverine Material Handling, Inc., in the Detroit, Michigan area: http://www.lewhuff.com email: info@lewhuff.com Custom fabrications are a specialty! Thank you.Return to Top
Dan Evens wrote: > David W.Fisher wrote: > > > > I'm a high school Physics student in search of information concerning > > the design/specifications for building a "toothpick" bridge. Does anyone > > have expertise or advise on the process? We've been hosting a toothpick bridge competition at Moorhead State University for the last 23 years. It's a joint effort with the FM Engineers Club - local chapter of NSPE, and is usually held the Thursday of E-week. We set constriants on the minimum span (currently 56 cm) and maximum mass (now 85 grams). The students can use only round wooden toothpicks and white glue (like Elmers) or woodworking glue. The students place their bridge in a test frame that provides abutment support, and then place 9" lead weights on the top until failure. We judge the winner based on "capacity" - mass supported before failure/mass of the bridge. Since the load is applied at the top of the structure, rather than on a traffic deck, and the weights stack up on top rather than being suspended below, as in other competitions, one major concern is providing a flat, level surface to support the weights. An out-of-level stack soon tips, and when the bridge leans over, all the load is carried on one side. We've considered changing our process, but the students seem to get a kick out of watching the toothpicks fly. A simpler, and more realistic design problem might be to define a minimum load to be carried - 20, 50, or 100 lbs. (Yes, our bridges often carry 100 lbs - the strogest I've seen held over 300 lbs). The winner would be the lightest bridge to carry the design load without failing. As for design, most of our bridges are made up of pairs of trusses set one or two toothpicks apart. Many of the more successful bridges use built-up members with overlapping glue joints. Some have built up columns the diameter of pencils by gluing toothpicks side-by-side. One side note - we don't let them trim off the toothpicks, or fray the ends to get better glue contact, except at the top, where they must support the load, and at the ends to meet the abutments. If you'd like to know more, please post or e-mail Ron Williams Director, Pre-engineering Moorhead State University Moorhead, MN 56563Return to Top
SeaGage Calbration tracking software is designed to help keep track of calibration and maintenance schedules for large numbers of gauges, instruments and other equipment. A free trial version is available. Please check it out at http://www.microconsultants.com David Gibson Microconsultants.Return to Top
I had a similar problem a few years ago, I think it was a steel brake face. Drove me nuts-checked everything-load, unloader, calc'ed mass moments and frictions and fits ad nauseum. Went three sizes bigger on the brakes. Turns out my hot rolled had been subbed with cold-rolled, and even though the surfaces were machined, it appeared that the lube from cold rolling had penetrated deep enough that we were not machining it off. So I baked the lot. That group worked just fine after that. Purchasing returned to hot rolled, and the problem no longer appeared. Good luck, and let me know what you find.Return to Top
Nägel wrote: > > John H. wrote: > > > One who does Drafting via CAD is a CAD Technician. A person on a > > Survey Crew is a Survey Crewman (composed of an Instrument man, a > > Rodman and sometimes a Chainman - NOTE: replace person in place of > > MAN to be politically correct!) > > I don't like the sound of technician, it makes me feel like I have a > headset on and saying "can I take your order, and would you like me to > include our free catalog" I've also heard the term CAD Operator but > that's even worse. > > Looking at my collage diploma (which was only a 2 year course) it > clearnly states "Commercial Engineer". I've been calling myself that > for years and nobody has gave me a hard time about it,...... yet.... Nagel, Well, good thing you not in Ontario, Canada, or any other province for that matter. Within Canada, it is a provincial and federal offence to use the term 'engineer' in your job title unless you are a licenced practioner. Canada passed the Professional Engineers Act in 1990, and along with the Ritual Calling of an Engineer, (if you notice a Canadian engineer with a battered Iron ring on their working hand...) the job title, whether working for a company, or on your own private business card will not allow you or your company to use those terms. As well, being a self-governing, self regulated (within provincial boundaries), there are also different levels of 'Service' or licences that can be obtained. These range from a Temp Licence, to a "Consulting Engineer" title. There is a rather lengthy, formal process to be followed to obtain a licence (which I'm currently doing) and be able to practice within Canada as a Professional Engineer. With this extra work, comes extra responsibility. All practicing Engineers have special Certificates and Liability insurance either at the personal level, or at the employer-company level. Hence, not only can a skilled person who may do a similiar job in Canada NOT use an Engineering title, but those who do need special Licences to practice.Return to Top
-A.RIZZO wrote: > > In article <58ca42$1l9@hermes.louisville.edu>, > James M. SchererReturn to Topwrote: > > > ... > > > >How much can you trust this new software to apply the best element to the > >given problem? Can the software tell what accuracy to expect for a given > >problem and will it let the user know? > > > >Mitch > > Mitch makes some very good points. His thinking has triggered some > interesting thoughts of my own. I'd like to post them here, for > your consideration. > > If (100) the deliberate solution of an engineering problem > requires that the engineering problem be understood, > > and if (110) no software can understand anything, > > then (120) no software can deliberately solve an engineering problem. > > I doubt that anyone is willing to dispute the existence of entity (100). > If anyone is, please let me know. In any case, the key entity is (110). > If we can prove that no software can understand anything, > then the logic cluster is valid. > > The entity, "(130) at least one piece of software can understand > one thing," is mutually exclusive with entity (110). Let's assume > that (130) is valid. > > If (130) is valid, then we should be able to observe one or more > effects caused by the existence of (130). For example, if > even one piece of software understands even one thing, then we > might expect to see an article or a paper describing the event. > Is anyone aware of such a paper? Is there any evidence that > even one piece of software has ever understood anything? > > If we can find no evidence, then we are forced to conclude that > the entity, "(130) at least one piece of software can > understand one thing," does not exist. > > If (130) and (110) are mutually exclusive, and if (130) does > not exist, then (110) must exist. > This does not logically follow by my definition of mutually exclusive. It is possible that (110) exists or that neither (110) or (130) exist. That said, I agree with Tony's conclusion that an engineer must understand and interpret a problem for the analysis software before the software may be employed to aid in the solution of a problem. > If we accept (100), and if (110) exists, then we must conclude > that no software can deliberately solve an engineering problem. > > So why do we keep chasing this golden fleece? > My guess is that many managers and engineers do not look at the whole process of solving an engineering problem; instead they focus on the tools and processes of analysis. It is only when one looks at the bigger picture, that of how to solve an engineering problem, that one can readily see that software alone is insufficient. > Tony Rizzo Douglas Hofer hoferja@digital.net
Could anyone enlighten me whether there is any system in using search engines I would imagine some kind of specialisation in information content. Regards ZiggyReturn to Top
Hello: I am looking for info to aid in the mfg. of a steel plate with a R max= .50 mm peak to valley. Any insight on how to create specific surface roughness' ( samples for comparison, std. techniques to achieve certain finishes,...) will be appreciated. Good day, Peter Braun metolius@empnet.comReturn to Top
>On Tue, 3 Dec 1996, Assefa A. wrote: > >> regarding vehicle suspension. ... what mechanical member is >> supposed to transmit lateral and >> longuitudinal forces between the body and the axles?... Racing & Sports Car Chassis Design, Costin & Phipps, 1965, Batsford, London is a classic in this area. brian whatcottReturn to TopAltus OK
Multivariable measurement and control is gaining in importance. On-line measurement and control of product mass flow, density, temperature, % solids, and viscosity improves product quality. Coriolis flowmeters are being successfully applied for the measurement of these process parameters. I have more than 15 years experience applying this technology for the development of new processes. If you have questions on the use of these instruments, contact me by e-mail at masster1@ix.netcom.com. BRHReturn to Top
I am just about to launch into a non-linear static analysis involving spring elements with nonlinear force-deformation curves using ANSYS. I'll use them to represent continuous friction in a sliding joint between two beams. I want to know whether there is any special feature or any specific problem associated with them. Anyone who has worked with them in the past is welcome to put in comments or give advice. Thanks! -- Enrique Juaristi, mechanical engineerReturn to Top