Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by Engineer108

  1. Engineer108

    Document Management System

    Thank you for your efforts "aamoroso". I will follow-up on your advice...
  2. Engineer108

    Document Management System

    Thanks for the response "Beggar". The company is involved in the design and development of defense equipment. I estimate the size of the organization to be about 5000 people. I have found some interesting articles on CMcrossroads.com. Thanks...
  3. Engineer108

    Document Management System

    I am looking for suggestions for implementing a Document/Knowledge Management System in a company. What software, systems, methodologies, etc. are available in the market that would allow users to store, share, edit documents/knowledge/information ? The intention (dream ?) is that ALL...
  4. Engineer108

    Help with Scitor PS

    I need help with PS8 : I have a Task which has 5 resources. Each resource is allocated Total Units (see Show Task Template, Assignments tab). The problem : I need to record the Actual Units for one resource only. When I type the actual value for the resource into the corresponding Actual...
  5. Engineer108

    Basic questions : Groundwater / foundation interaction

    Thanks for the info 'jgailla' and 'DRC1'. To answer your queries : The soil, according to the engineer is 'decomposed sandstone'. The footings will be below the frost line. Any ideas for a 'good' drain design - one that will last a long time without blocking up ?
  6. Engineer108

    Basic questions : Groundwater / foundation interaction

    The bottom of my foundation trenches (0.700m deep) are filled with a little groundwater (+- 5mm). 1.500m deep test holes dug at the highest point of the site are 90% filled with water and 60% filled at the lowest point of the site. The site slopes at a rate of 1.500m over 32.750m. We will be...
  7. Engineer108

    Convert to pdf

    Feedback - I got best results here : http://www.cs.wisc.edu/~ghost/doc/AFPL/get814.htm. Thanks for your support...
  8. Engineer108

    Convert to pdf

    Thanks for your response Corus... However, I don't think your suggestion would provide a product of the same quality and scale as the original. The final product should look as if printed from the original application, in this case, as if printed directly from AutoCAD. Many (all ?) pdf...
  9. Engineer108

    Convert to pdf

    I need to convert graphics files (e.g.AutoCAD) to pdf or other 'common' format. The SCALE and QUALITY of the drawing must be preserved i.e. it must look like the real thing. What software can I use to do the conversion ? Thanks in advance...

Part and Inventory Search