Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross 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: *

  • Users: bigjeremy
  • Content: Threads
  • Order by date
  1. bigjeremy

    I need a sanity check - Drilled Pier depth determination in Lpile

    I've been questioned by Clients lately on the depths of my drilled piers and was curious how others handle determining their depths. Their past engineers would take them 10-15' deep and no further, so I'm wondering if I'm being too overconservative. These designs are typically small vertical...
  2. bigjeremy

    Centroid to bridge deck

    This should be simple, but I'm having some troubles. Looking through the FHWA LRFD Steel Bridge Design Example http://www.fhwa.dot.gov/bridge/lrfd/fhwanhi04041_steel.pdf On page 3-13 (page 124 of 648), they go through and calculate the section properties for the girder only, 3n, and n. I cannot...

Part and Inventory Search

Back
Top Bottom