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: *

  • Users: rb192
  • Order by date
  1. rb192

    Interesting Footing retrofitting situation - Extending Existing retaining wall pier foundation under earth

    Hello everyone, We need to increase the footprint of an existing footing under a retaining wall to support additional loads. Access is limited to one side due to 20 feet of retained earth on the other side, which complicates excavation. We plan to enlarge the footprint on the southern side and...
  2. rb192

    What does this mean in civil utilities drawings

    @coloeng is right, just got a confirmation from the civil eng
  3. rb192

    What does this mean in civil utilities drawings

    Hello all, I have these civil drawings I need to work with and I'm not sure what the notation "4W-6"" meant. I tried to look up online at other places but got no information. Please let me know if you need more info or full set of drawings to help. Thanks in advance!
  4. rb192

    Using my PE stamp as a Foreign business

    Thanks for all the great info! I could find the organization record form for an international company, outside California form available on bpelsg site seems to be for US only? Does it also work for foreign businesses?
  5. rb192

    Using my PE stamp as a Foreign business

    Hello All, I am a foreigner working as a Professional Engineer in California, US. Due to COVID and some personal reasons, I want to move back to my home country. I was wondering if I would be still allowed to use my stamp in US? I want to start a Structural Engineering firm back home, I love...
  6. rb192

    Composite Beam or Not

    One of our GC wants to upset the beam flange in a concrete metal deck (please see attached image). We were wondering if this would be qualify and designed as a composite beam? If we can design as a composite, what percentage of composite action to assume as the beam has no shear studs? Thanks...

Part and Inventory Search

Back
Top