Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

Search results for query: *

  1. neillydavies

    Tilt Up Panels

    We are now receiving many projects for designing light and heavy industrial units and many of the clients prefer the use of tilt up panels. I would like to get a general consensus on the current practice in terms of average thickness, reinforcing and method of attachment of panels to...
  2. neillydavies

    Structural assessment of Existing Buildings

    Would it be much quicker to simplify the model in 2D to assess existing 3D portals than directly modelling in 3D? Neilly Davies Consulting Engineers http://www.neillydavies.com.au
  3. neillydavies

    Industry Practice for Steel Design

    Hi, I was wondering, if it is the current industry practice to use limit state for steel design or are you still using working stress (allowable) method? Neilly Davies Consulting Engineers http://www.neillydavies.com.au

Part and Inventory Search

Back
Top