Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations KootK 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. jcbush01

    Elastomeric Bearing Forces for Single Span Zone 1 SDC?

    I am designing a single span bridge and the seismic zone is 1. This is a service bridge so it is only 16' wide (two girder). As per AASHTO (8th edition) sec 3.10.9.2, my As value is >0.05. If I use 0.25 times vertical reaction (dead + live) it is 54kips. I am really confused as to what to do...

Part and Inventory Search

Back
Top Bottom