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 TugboatEng 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: tatox
  • Content: Threads
  • Order by date
  1. tatox

    Where i can find the jetty lateral displacement design criteria?

    I was kind new to the jetty. Where i can find the code for lateral displacement top pile jetty design criteria. U can't find it at BRITISH STANDARD BS 6349-2:1988.
  2. tatox

    Is there any hand calculation vs FEA modeling Lifting Lug for Steel Alloy

    Hello there I usually design steel lug hanger using AISC or EN 1993-1-9_2006 EUROCODE 3. I have checked that the eurocode or the aisc is sufficient for tension plane failure, single plane failure, double plane failure. The safety factor is sufficient However when i checked it with 2D 6-dof...
  3. tatox

    Maximum height of hauling wall abutment in rock ?

    Hi We got the hauling bridge that may had tall abutment. The soil in near river was too soft, with rock bottom, and the extended length bridge will lay on the mudstone rock. I believe extending the bridge will give more confidence since the pier near river will be very high, with 18m soft soil...
  4. tatox

    Earthquake on Single-span Steel Tied-Arch Bridge , Seismic Review

    Hi, I am not in US, but using AASHTO for design reference. I need friends for discussion, and your experience. AASHTO LRFD said 3.10.9 a. Seismic analysis is not required for single-span bridges, regardless of seismic zone. b. Connections between the bridge superstructure and the abutments...
  5. tatox

    Effective way for Gusset Plate and Bolt Check Design

    Hi. I am currently working for bridge design. For steel bridges truss, the client want to model each gusset connection in FEM. Just like I-35W Bridge Gusset Failure FEM. They want to see the gusset plate stress, and the bolt stress. The load is static elastic for some case due vehicle load or...

Part and Inventory Search

Back
Top